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Home My WebLink About1587 TRITON ST; ; CBR2019-0773; PermitBuilding Permit Finaled Residential Permit Print Date: 10/01/2021 Job Address: 1587 TRITON ST, CARLSBAD, CA 92008 Permit Type: Parcel#: Valuation: BLDG-Residential 2150705200 $448,375.13 Occupancy Group: #of Dwelling Units: 1 Work Class: Track#: Lot#: Project#: Plan#: Single Family Detached DEV2018-0079 Bedrooms: 3 Bathrooms: 4.0 Construction Type:VB Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: RAUM HOUSE Description: RAUM: 2336 SF LIVING// 680 SF DECK// 2,299 SF GARAGE FEE BRIDGE & THOROUGHFARE District 2 -Zone 20 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: DAVID RAUM 7927 PASEO ALISO CARLSBAD, CA 92009-9013 (619) 572-8609 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) COMMUNITY FACILITIES DISTRICT (CFO) FEE -RES ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -inside CFO SB1473 GREEN BUILDING STATE STANDARDS FEE SDCWA SYSTEM CAPACITY CHARGE 5/8" Displacement SEWER BENEFIT AREA FEES -L SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1 -Medium BLDG SW PPP PLAN REVIEW FEE TIER 1-MEDIUM TRAFFIC IMPACT Residential Single Family w/in CFD WATER METER FEE 1" Displacement (P) WATER SERVICE CONNECTION FEE 5/8" DISPLACEMENT (P) WATER TREATMENT CAPACITY CHARGE 5/8" Displacement Total Fees: $52,343.90 Total Payments To Date: Building Division $52,051.90 (city of Carlsbad Permit No: CBR2019-0773 Status: Applied: Issued: Fina led Close Out: Inspector: Final Inspection: Balance Due: Closed -Finaled 04/04/2019 10/17/2019 CRenf 10/01/2021 AMOUNT $20,050.00 $1,864.95 $1,305.46 $194.00 $98.00 $3,833.77 $66.00 $175.00 $92.00 $182.00 $8,160.43 $18.00 $5,267.00 $1,643.00 $982.00 $58.29 $246.00 $55.00 $3,240.00 $282.00 $4,385.00 $146.00 $292.00 Pagelof2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Building Permit Finaled Residential Permit Print Date: 10/01/2021 (City of Carlsbad Permit No: CBR2019-0773 Please take NOTICE that approval of your project includes the "lmposition11 of fees, dedications1 reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 2 of 2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760·602-2700 I 760-602-85601 I www.carlsbadca.gov (city of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Est. Value Plan Check cJ3RJOJ~ -0775 S L/4i,315./.3 PC Deposit • Date _ _,_/../.......,/'/'-'-//~~- JobAddress / 5" 87 Ll"/10"1 S: f Suite: ___ APN: 215°-0 7r,, 5'2•00 CT/Project#: _________ Lot#: /Jt,,,.c,/ :J. Fire Sprinklers:§' no Air Conditioning: yes!(!§} BRIEF DESCRIPTION OF WORK: Alsw ~ Additio New:_;?:,'.) ~_Living SI --~~z, 10eck SF, ___ 'atio SF, :2. 2. 'f 9 Garage SF • Is this to crea e an Accessory Dwelling Unit? Yes/~ New Fireplace?@/ No, if yes how many? _.t__ D Remodel: _____ SF of affected area Is the area a conversion or change of use? Yes/ No □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □ Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: _____________________________________ _ D Plumbing/Mechanical/Electrical Only: ________________________ _ D Other: ____________________________________ _ APPLICANT (PRIMARY CONTACT) Name: Dql(,-J /l..e:,1,/~ Address: ✓'J'27 /J,s o 4/,"so City: ~c=r,./s;:d' State:@ Zip: 'i'~Ot:>[' Phone: 6/ _-5"72 -860'? Email: dc.rtrum (iZvqJe,g. Co.-, DESIGN PROFESSIONAL Name: 0.-v,;I H,tl,,ec.o,:; ;(; Address: b 1/'7 C. ,,./:,,,,..,,,JI City: S /) State:Gi9 ✓Zip: 9')./ZP Phone: _________________ _ Email: _________________ _ Architect State License: ___________ _ PROPERTY OWNER Name: ___ _,5"..L...!!q~w'?~c..,e_=-.--'---------- Address: ___________________ _ City: __________ .State:. ___ Zip: ____ _ Phone: ___________________ _ Email: ____________________ _ CONTRACTOR BUSINESS Name: ___________________ _ Address: __________________ _ City: ________ State: ___ .Zip: ______ _ Phone: ___________________ _ Email: ___________________ _ State License: ______ Bus. License: ______ _ (Sec. 7031.S Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation ,of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 1 of 2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: □ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the labor Code, for the performance of the work which this permit is issued. □ 1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ______________________ _ Policy No. ______________ Expiration Date:---------~ □ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any·manner so as to be come subject to the workers' compensation laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: __________________ LJAGENT DATE: _____ _ ( OPT(ON B ): OWNER-BUILDER DECLARATION: I hereby offirm,that I am exempt from Contractor's License Low for the following reason: )/1, as owner of th•e property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). □ I am exempt under Section ________ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the followll'ersons to provide the work indicated (include name/ address/ phon OWNER SIGNATURE: <12~ ~ □AGENT DATE: .......:1/-.J.-...JL,f-LL-_ I hereby affirm that there is a constr di_ng agency for the performance of the work this permit is issued (Sec. 3097 {i) Civil Code). Lender's Name: ______ -A1£,~7-------------Lender's Address: _____________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registrati0n form oi-risk' management and·prevention program under Sections 25505, 25533 or 2SS34 of the Presley-Tanner Hazardous Substance Account Ac;t? 0 Yes O No ~ Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on tQe plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 1067:Buil:ing Code). APPLICANTSIGNATURE: J~~ DATE: z1/,.,.,,/ 3•,,,.clj;j" 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 Permit Type: BLDG-Residential Application Date: 04/04/2019 Owner: DAVID RAUM Work Class: Single Family Detached Issue Date: 10/17/2019 Subdivision: Status: Closed -Finaled Expiration Date: 10/26/2021 Address: 1587 TRITON ST IVR Number: 18116 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/14/2020 07/14/2020 BLDG-14 132730-2020 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior 132731-2020 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/24/2020 11i24/2020 BLDG-25 Water 144542-2020 Passed Tim Kersch Complete HeaterNents Checklist Item COMMENTS Passed BLOG-Building Deficiency Released electric meter Yes 10/01/2021 10/01/2021 BLDG-Final Inspection 167702-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Friday, October 1, 2021 Page 3 of 3 Permit Type: BLDG-Residential Work Class: Single Family Detached Status: Closed -Finaled Application Date: 04/04/2019 Issue Date: 10/17/2019 Expiration Date: 10/26/2021 IVR Number: 18116 Owner: DAVID RAUM Subdivision: Address: 1587 TRITON ST CARLSBAD, CA 92008 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 05/13/2020 06/19/2020 06/26/2020 07/08/2020 Checklist Item COMMENTS BLDG-Building Deficiency 05/13/2020 BLDG-23 127 434-2020 Partial Pass Chris Renfro Gas/TesURepairs Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on underground gas line to main connection. OK to backfill BLDG~33 Service Change/Upgrade 127519-2020 Partial Pass Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency Temporary power on a permanent basis. 06/19/2020 BLDG-84 Rough Combo(14,24,34,44) 130673-2020 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS June 19, 2020: 1. Rough combination building inspection approved for structural, electrical, plumbing, and mechanical scope of work any OK. 2. (3) qty.anchor bolts missing at plate-breaks, within ?•bolt diameter's from edge of sill plate break to 12" maximum distance retrofit anchor bolt required. 3. Smoke detector required at High ceiling, living area.vaulted ceiling prior to master bedroom location. 4. (2) Metal connector/hardware MST-straps required at each garage door header beam, at post to beam connection required to be insta11ed horizontally. 5. Rest of Rough MEPS inspection work-OK. 06/26/2020 BLDG-27 Shower PanfTubs 131161-2020 Passed Chris Renfro Checklist Item COMMENTS BLDG•Building Deficiency 07/08/2020 BLDG-16 lnsulatlon Checklist Item 132105-2020 COMMENTS BLDG•Building Deficiency Passed Chris Renfro Friday, October 1, 2021 Passed Yes Reinspectlon Passed Yes Reinspection Passed Yes Reinspection Passed No Yes Yes Yes Yes Passed Yes Passed Yes Incomplete Incomplete Incomplete Complete Complete Page 2 of 3 Building Permit Inspection History Finaled {city of Carlsbad la' ' ' ' \, " --.r·. -"!'''PERMIT I ~PECTION HIST0°RY for (CBR20'1~-0773) Permit Type: BLDG-Residential Application Date: 04/04/2019 Owner: DAVID RAUM Work Class: Single Family Detached Issue Date: 10/17/2019 Subdivision: Status: Closed -Finaled Expiration Date: 10/26/2021 Address: 1587 TRITON ST IVR Number: 18116 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/18/2019 10/18/2019 BLDG-21 108108-2019 Passed Chris Renfro Complete Underground/LI nderflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLOG-22 Sewer/Water 108109-2019 Passed Chris Renfro Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Pre-Con 108003-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/31/2019 10/31/2019 BLDG-11 109430-2019 Partial Pass Chris Renfro Reinspection Incomplete F ou n datlo n/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass. Need to add HDU2 bolts to Yes east side foundation wall and interior ftg. Ok to pour sections completed 12/20/2019 12/20/2019 BLDG-14 114500-2019 Cancelled Tony Alvarado Re inspection Incomplete Frame/Steel/Bolting/We !ding (Decks) 12/30/2019 12/30/2019 BLDG-14 115001-2019 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/We !ding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Second story deck nail Yes 02/07/2020 02/07/2020 BLDG-15 Roof/ReRoof 118803-2020 Partial Pass Chris Renfro Relnspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass roof inspection OK to dry in Yes sections inspected. Elevator shaft roof and front hip roof section pending. 04123/2020 04/23/2020 BLDG-13 Shear 125606-2020 Passed Chris Renfro Complete Panels/HD (ok to wrap) Friday, October 1, 2021 Page 1 of 3 ✓• EsG1I DATE: 6/28/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2019-0773 PROJECT ADDRESS: 1587 TRITON STREET PROJECT NAME: NEW SFD FOR RAUM SET: III 0 APPLICANT 0 JURIS. ~ 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 building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil 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: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Telephone (b ) Email: Fax rson Enclosures: 6/20/2019 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 6/13/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2019-0773 ✓• EsG1I A SAFEbui1f Compnny SET: II PROJECT ADDRESS: 1587 TRITON STREET PROJECT NAME: NEW SFD FOR RAUM D APPLICANT D JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J The check list transmitted herewith is for your information. The plans are being held at EsGil 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. [8J The applicant's copy of the check list has been sent to: DAVID RAUM D EsGil staff did not advise the applicant that the plan check has been completed. [8J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: DAVID Telephone#: 619 572 8609 Date contacted: (by: ) Email: DCRAUM@YAHOO.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 6/3/2019 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBR2019-0773 6/13/2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2 All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code}. 3 Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 4 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Please show on the deferred note the item to be deferred. CARLSBAD CBR2019-0773 6/13/2019 ROOFS/DECKS/BALCONIES 13. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1 /150 of attic area ( or 1 /300 of attic area if at least 40% (but not more than 50%) of the required vent is located no more than 3' below the ridge1 Please Show on the plans the area required and area provided. Section R806.2. When using a radiant barrier, California energy design affects the attic ventilation area requirement: If using the Prescriptive method for energy compliance, then the attic vent area must be at the 1/150 area: If using the Performance method, either the 150 or 300 areas may be used, as documented on the energy forms. Section RA4.2.1. MECHANICAL 14. Please provide listing information for the outdoor cooking appliance, to verify clearance to combustibles and overhead protection. If this is an unlisted appliance, it cannot be installed beneath a combustible overhead. CMC Section 921.0. Please show the location of the BBQ. GARAGE AND CARPORTS 37. Per new ordinance, The "EVSE ready space" shall have the following: Panel capability, 40A 2 pole breaker, 1" raceway, No. 8 conductors installed to the anticipated charger location. MISCELLANEOUS 43. Please show on the floor framing plan(outdoor deck) the location of the 6X6 posts to include spacings. The same area ---Trellis size and spacings? Please show on the plans the spacings of the posts and the trellis size and spacing. CARLSBAD CBR2019-0773 6/13/2019 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. •• DATE: 4/16/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2019-0773 ✓• EsG1I A SAFEbui!t Company SET:I PROJECT ADDRESS: 1587 TRITON STREET PROJECT NAME: NEW SFD FOR RAUM D APPLICANT D JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil 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. ~ The applicant's copy of the check list has been sent to: DAVID RAUM D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: DAVID Telephone#: 619 572 8609 Date contacted: (by: ) Email: DCRAUM@YAHOO.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 4/8/2019 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBR2019-0773 4/16/2019 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2019-0773 JURISDICTION: CARLSBAD PROJECT ADDRESS: 1587 TRITON STREET FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 4/16/2019 FOREWORD (PLEASE READ): STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/8/2019 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National 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 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. 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 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD CBR2019-0773 4/16/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Bert Domingo PLAN CHECK#.: CBR2019-0773 DATE: 4/16/2019 BUILDING ADDRESS: 1587 TRITON STREET BUILDING OCCUPANCY: R 3 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier HOUSE 2336 141. 76 GARAGE 2299 36.98 DECKS 680 20.03 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance ---------- 1997 UBC Building Permit Fee .... 1997 UBC Plan Check Fee Type of Review: D Repetitive Fee ..,,, 1 Repeats . .J ----1 .., I D Complete Review □ Other □ Hourly EsGil Fee Reg. VALUE Mod. D Structural Only Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) 331,151 85,017 13,620 429,789 $1,096.511 is due ( hour@ Sheet 1 of 1 CARLSBAD CBR2019-0773 4/16/2019 PLANS 1. Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." FIRE PROTECTION 5. Show locations of permanently wired smoke alarms with battery backup, per Section R314: a) On each story, including basements. CARLSBAD CBR2019-0773 4/16/2019 6. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315: a) On each story, including basements. • NOTE: When more than one carbon monoxide alarm is required to be installed, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the unit. EXITS, STAIRWAYS, AND RAILINGS 7. Guards (Section R312): a) Shall be installed along open-sided walking surfaces that are located more than 30" above the floor or grade below. b) Shall have a height of 42" (may be 34" along the sides of stairs). c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". d) Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. 8. Provide details of winding stairway complying with Section R311.7.5.2.1: a) Minimum tread is 6 inches at any point and minimum 10 inches at a point 12 inches from where the treads are narrowest. b) Maximum rise is 7-3/4 inches. c) Minimum width is 36 inches. ROOFS/DECKS/BALCONIES 9. Balconies and decks shall be designed for 150% of the live load required by Table 1607.1. CBC Table 1607.1, as amended by emergency building standards. 10. Enclosed framing in wood exterior balconies and decks shall be provided with openings that provide a net free cross ventilation area not less than 1/150 of the area of each separate space. CBC Section 2304.12.2.6, as amended by emergency building standards. 11. Wood balconies and decks that support moisture-permeable floors shall be provided with an impervious moisture barrier system under the moisture- permeable floor, with positive drainage. CBC Section 2304.12.2.5, as amended by emergency building standards. CARLSBAD CBR2019-0773 4/16/2019 12. Specify on the plans the following information for the deck/balcony surfacing materials, per Section R 106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. 13. Show the required ventilation for attics ( or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1 /150 of attic area ( or 1 /300 of attic area if at least 40% (but not more than 50%) of the required vent is located no more than 3' below the ridge). Show on the plans the area required and area provided. Section R806.2. a) When using a radiant barrier, California energy design affects the attic ventilation area requirement: If using the Prescriptive method for energy compliance, then the attic vent area must be at the 1 /150 area: If using the Performance method, either the 150 or 300 areas may be used, as documented on the energy forms. Section RA4.2.1. 14. Enclosed rafter spaces do not require venting if the following specific insulation design is used, per Sections R806.5/EM3.9.6: • If the insulation is air-permeable and it is installed directly below the roof sheathing with rigid board or sheet insulation with a minimum R-4 value installed above the roof sheathing. (or) • If the insulation is air-impermeable and it is in direct contact with the underside of the roof sheathing. ( or) ♦ If two layers of insulation are installed below the roof sheathing: An air- impermeable layer in direct contact with the underside of the roof sheathing and an additional layer of air permeable insulation installed directly under the air- impermeable insulation. 15. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 16. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to¼" maximum openings. Section R806.1. FOUNDATION REQUIREMENTS 17. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. Please submit a copy of the original soil report. This is to verify as to a need a letter from the soils engineer to review the foundation, grading and specification. CARLSBAD CBR2019-0773 4/16/2019 18. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 19. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. MECHANICAL 20. Show on the plans the location, type and size (Stu's) of all heating and cooling appliances or systems. 21. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 68 degrees F at a location 3 feet above the floor and 2 feet from exterior walls in all habitable rooms. Show basis for compliance. CRC 303.9. 22. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum length is 14 feet with a maximum of two 90-degree elbows or provide the manufacturer's duct length specification description on the plans: Include the dryer specifications (manufacturer, model, and fuel type) as well as the duct description (size and type). CMC Section 504.4.2. 23. Specify on the plans the following information for the fireplace(s): a) Manufacturer's name/model number and ICC approval number, or equal. b) Show the height of the factory-built chimney above the roof and the horizontal clearances per listing approval. Chimneys shall extend at least 3' above the highest point where it passes through a roof and at least 2' higher than any portion of a building within a horizontal distance of 1 0 feet. CMC Section 802.5.4. c) Note on the plans that approved spark arrestors shall be installed on all chimneys. CRC Section R1003.9. d) Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces, except where such shrouds are listed and labeled for use with the specific system and installed in accordance with CARLSBAD CBR2019-0773 4/16/2019 the manufacturer's installation instructions. Section CRC1004.3. ELECTRICAL 24. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 25. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles in a dwelling). b) Weather resistant type for receptacles installed in damp or wet locations (outside). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(A): Kitchens, laundry areas, family, living, bedrooms, dining, halls, etc. d) GFCI protected outlets for locations described in NEC 210.8(A): Laundry areas, kitchen dishwashers, kitchens, garages, bathrooms, outdoors, within 6' of a sink, etc. 26. Per CEC Article 210.11 (C)3, note on the plans that bathroom circuiting shall be either: a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. PLUMBING 27. Show water heater size (1 st hour rating), type, and location on plans. Note: For both new dwellings and additions the Energy Standards (150.0(n)) requires a gas input rating of 200,000 Btu for both tank and instantaneous gas water heaters. (Also) Provide a gas piping design for the gas system. 28. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Plumbing Code". 29. Show the T and P relief valve at the water heater and the discharge pipe size and routing to the exterior. CPC Section 608.3. 30. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). 31. Provide a note on the plans: The control valves in showers, tub/showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409, 410. CARLSBAD CBR2019-0773 4/16/2019 RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building's conditioned area, volume or size. CGC Section 301.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 32. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 33. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. 34. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. 35. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. 36. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. GARAGE AND CARPORTS 37. Show a self-closing, self-latching door, either 1-3/8" solid core or a listed 20 - minute assembly, for openings between garage and dwelling. Section R302.5.1. CARLSBAD CBR2019-0773 4/16/2019 ENERGY CONSERVATION 38. Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2016 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." 39. Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 MISCELLANEOUS 40. Shower enclosure shall be safety glass. 41. Please show on the door schedule that the elevator door shall be one hour door. 42. Please show on the sections the recommended insulation for the roofs and the floor. 43. Please show on the floor framing plan(outdoor deck) the location of the 6X6 posts to include spacings. The same area ---Trellis size and spacings? To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. ' I EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258.-7901. Fax{619) 258-7902 A & E Construction Services 538 Front Street El Cajon, California 92020 Subject: References: Soils Report Update Proposed Single-Family Residence 6575 Black Rail Road City of Carlsbad, California 92009 See Attached Ladies/Gentlemen: September 27, 2012 Project N<>. l 1-1127C5 APR O 4 ZD/9 In accordance with your request, we have prepared this soils report update to provide up-to-date recommendations for the proposed single-family residence at the subject site . . It is our understanding that the proposed construction will include a two-story, single-family residence over basement. The structure will be founded on continuous footings with a slab-on- grade floor. A review of the referenced soils reports and geologic map pertinent to the area indicates that the subject site is underlain by dense fill soils to a maximum depth of approximately 8 feet and dense terrace deposits. These soils are granular and non-expansive. ALLOW ABLE SOIL BEARING V ALOE An allowable soil bearing value of 2,000 pounds per square foot may be used for the design of continuous and spread footings at least 12 inches wide and founded a minimum of 12 inches into properly compacted fill soil or dense terrace deposits as set forth in the 20 IO California Building Code, Table 1806.2. This value may be increased by 400 psf for each additional foot of width or depth to a maximum value of 4,000 lb/ft2. Another one-third (1/3) increase is allowed for wind and seismic loads. LATERAL EARTH PRESSURES Cantilevered retaining walls with a level backfill may be designed to resist an active equivalent fluid pressure of 35 pounds per cubic foot. Where the backfill is sloping at 2: 1 (horizontal to vertical), the active equivalent fluid pressure should be increased to 45 pounds per cubic foot. This pressure is based on the backfill soils being free draining and non-expansive. Backfill materials A & E CONSTRUCTION SERVICES PROJECT NO. I l-l /27C5 must be approved by the soils engineer prior to use. Cantilevered walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-third ( I /3) the anticipated surcharge pressure. Restrained walls such as basement walls should be designed utilizing an "at-rest" earth pressure of 60 psf/ft (60 pcf EFP) for approved granular and level backfill. Restrained walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-half (I /2) the anticipated surcharge. Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An allowable passive pressure of 300 pounds per square foot per foot of depth may be used. A coefficient of friction of 0.35 is recommended. The soils passive pressure value may be increased by 1/3 for wind and seismic loading. Retaining wall footings should be embedded a minimum of 12 inches below the lowest adjacent grade. Retaining walls that are located on slopes should be designed to allow a minimum daylight distance of 7 feet laterally from the outside edge of the footing to the slope face. Footings should be reinforced as recommended by the structural engineer and appropriate back drainage provided to avoid excessive hydrostatic wall pressures. As a minimum, we recommend a fabric-wrapped crushed rock and perforated pipe system. At least 2 cubic feet per linear foot of free- drainage crushed rock should be provided. The remaining wall backfill should consist of approved granular material. This fill material should be compacted to a minimum relative compaction of 90 percent as determined by ASlM D1557 test method. Flooding or jetting of backfill should not be permitted. Granular backfill should be capped with a minimum 18 inches of relatively impervious fill to seal the backfill and prevent saturation. FOUNDATIONS AND SLABS a. Continuous and spread footings are suitable for use and should extend to a minimum depth of 24 inches below the lowest adjacent grade for the proposed two-story structure over basement. An embedment depth of 18 inches will be required for any non-basement portion of the building. Continuous footings should be at least 18 and 15 inches in width respectively and reinforced with a minimum of four #4 steel bars; two bars placed near the top of the footings and the other two bars placed near the bottom of the footings. Isolated or spread footings should have a minimum width of 24 inches. Their reinforcement should consist of a minimum of #4 bars spaced 12 inches on center ( each way) and placed horizontally near the bottom. The minimum reinforcement recommended is based on geotechnical considerations and is not intended to supercede the structural engineer requirements. b. The basement garage floor slab should be a minimum 5 inches thick. Reinforcement should consist of #3 bars placed at 16 inches on center each way within the middle third of the slab by supporting tjle steel on chairs or concrete blocks "dobies". The slab should be underlain by 2 inches of clean sand over a 10-mil visqueen moisture barrier. The effect of concrete shrinkage will result in cracks in virtually all-concrete slabs. To reduce the extent of shrinkage, the concrete 2 A & E CONSTRUC170N SERVICES PROJECT NO. J J-l /27C5 should be placed at a maximum of 4-inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. c. Where moisture sensitive floor coverings are anticipated over the slab, the 10-mil plastic moisture barrier should be underlain by a capillary break at least 2 inches thick, consisting of coarse sand, gravel or crushed rock not exceeding 3/4 inch in size with no more than 5 percent passing the #200 sieve. 2010 CBC SEISMIC DESIGN CRITERIA A review of the active fault map pertaining to the site indicates the existence of the Rose Canyon Fault approximately 9 km to the west. Ground shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed residence should be designed in accordance with seismic design requirements of the 20 IO California Building Code or the Structural Engineers Association of California using the following seismic design parameters: If ·: ,' ,,,"fl·· ',t·,, ' '> , •, • Co ,·:-.-·V,\LUE ·.· ~o•v~•~cg,;:·, . c.'. ·., .. . Site Class C Table 1613.5.2 Mapped Spectral Acceleration For 1.204 Figure 1613.5(3) Short Periods, S, Mapped Spectral Acceleration For a 0.454 Figure 1613.5(4) I -Second Period, S1 Site Coefficient, F. 1.00 Table 1613.5.3(]) Site Coefficient, F. 1.346 Table 1613.5.3(2) An additional lateral earth pressure due to earthquake motions of 27 pcf (EFP) may be applied using an inverted triangular distribution, if required. FOUNDATION EXCAVATION OBSERVATION Foundation excavations should be observed by our representative prior to the placement of forms, reinforcement or concrete to assure competent bearing soils. If we can be of any further assistance, please do not hesitate to contact our office. Page L-1 and References are parts of this report. Respectfully submi Mamadou Saliou Diallo, RCE 54071, GE 2704 MSDfjm 3 A & E CONSTRUCTION SERVICES PROJECT NO. 11-1127C5 PAGEL-1 LABORATORY TEST RESULTS RESULTS OF EXPANSION INDEX TEST An expansion index test in conformance with ASTM D4829 was performed on a representative sample of on-site soils to determine volumetric change characteristics with change in moisture content. The recorded expansion of the sample is presented as follows: INITIAL MOISTURE CONTENT% 9.3 SATURATED MOISTURE CONTENT% 17.4 INITIAL DRY DENSITY LBJCU.Fr. 113.6 EXPANSION INDEX 0 RESULTS OF PARTICLE SIZE ANALYSIS 2" 100 I" 100 ½" 100 3/8" 100 #4 100 #8 99 #16 98 #30 94 #50 62 #100 30 #200 21 uses SM 4 SOIL TYPE Fill A & E CONSTRUCTION SERVICES PROJECT NO. 11-1127C5 REFERENCES I. "Geotechnical Update, Parcel I of Parcel Map 19411, APN 215-070-39, Carlsbad, San Diego County,' California," W.O. 6087-A-SC, Prepared by GeoSoils Inc., Dated June 16, 2010. 2. "20 IO California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2", Published by International Code Council. 3. "Preliminary Geotechnical Investigation, 6575 Black Rail Road, Proposed Subdivision, Carlsbad, San Diego County, California," W.O. 3460-A-SC, Prepared by GeoSoils Inc? Dated November 27, 2002. 4. "1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions", Published by International Conference of Building Officials 5. "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions ofNevada to be used with the 1997 Uniform Building Code", Published by International Conference of Building Officials. 6. "Foundations and Earth Structures, Design Manual 7.2", by Department of Navy Naval Facilities Engineering Command, May 1982, Revalidated by Change I September 1986. 7. "Geologic Map of the Encinitas and Rancho Santa Fe 7.5' Quadrangles, San Diego County, California, by Siang S. Tan and Michael P. Kennedy, 1996. 5 •• EAST COUNTY SOIL CONSULTATION .\ND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE. CALIFORNIA 92071 619 258-790] FAX 619 258-790: \1r. D,n id Raum .:Cd Anpk Blossum Lane Vista. California 9208~ ,Jc to her 19. 20 l 8 ?roiecl No. l 1-1 l27C:i RdCrern.:t:s: Soils Report Update· '.'rooosed Single-I·amily Residence ; S87 Trihtn Street Carlsbad. Cuii!'ornia 9:ou, __ ..1dii.::s & Gentlemen: I " 4 ZOtg in accordance with your request. we have reviewed the referenced soils reports and visited the subiect site on October 16. 2016. Site conditions were found as described in the referenced soib report ( Reterence No. 1 ). Therefore. the recommendations provided in the rderenct:d c,eotedmical report (Refrrence No. 3) arc still ,alid for the proposed development. hillowing clearing and grubbing. i.e. the remornl of,·egetation. we recommend that existing fill ,oils be scarified to a minimum depth of 6 inches. moisture-conditioned within 2 percent oYcr <101imum and nxompacted to a minimum of90 percent relative compacuon. 2016 CBC Seismic Design Criteria The proposed single-family residence should be designed in accordance with sc1sm1c design reauirements of the 2016 California Building Code or the Structural Engineers Association or California usin)! the following seismic design parameters: PARAMETER VALUE J 2016 CBC and ASCE 7 REFERENCES Site Class D Table ~!l.3-1 ' ASCE 7. Chapter 10 • .. _\1apped Spectral Acceleration Fur Shon P,·riods. S, Mapped Spectral Acceleration For a I-Second Period. · l.093g 1 1 Figure 1613.3.1 ( l) 0.4:Jg l Figure 1613.3.1{2) _ _:_'-il_ _______________________ ~---------------- Site Coefficient. F, l.063 Table 1613.3.3(1) Site Coefficient, F, 1.579 'Table 161333(1) Adiustcd Max. Considered Earthquake Spectral L161g I Equation 16-3" Response Acceleration for Short Periods, S,1s Adiusted 1'.lax. Considered Earthquake Spectral ! 0.665g Rcsponst! Ac"cderation for I-Second Period. S,ll S Percent Damped Design Spectral Response ! 0.77-+g Acceh!ratio11 for Short Periods. SD~ ! S Percent Damped Design Spectral Response l 0.--l--Dg Acceleration for 1-Second Period-.. Soi ____ _ Equation 16-38 ; Equation l 6-39 Equation I 6-40 > ,_ -0 David Raum /58-TritonStree1 Car/shad Projec1 So. I I-I /]-C5 if we can bl? of further assistanci.:. ol~as1: do not hesitak to contact our oU:ic:: Rcspc:ctfu!ly suhmitted. v....-l,.,'\. .,....., ~ \1amadou SaluJU Diallo. P .E. RCE 54071. GE 2704 :VJSD;md Dm·id Raum-158'7 Triton Srreet (\,rlsbud Pro/eel So. l I-I !2~C5 REFERENCES .. Renon of l'ield Densit, Tests. Proposed Singk-l'amil) Residence. 6575 Blac~ Rail Road (Lot 'in. :' l. Carl.shad, California 92009... Prepared by East County Soil Consultation and ~:n~ineering, Inc .. Dated August 23. 20 l l . .. Transfer of Geotcclmical Responsibility. Geotechnical Engineer of Record. Two Proooscc Single-Familv Residences. 6:i75 Black Rail Road. Cit, of Carlsbad. California ... Prepared n, East Count\ Soil Consultation and Engineering. Inc .. Dated July 11. 20 I . .. Geotechnical Update. Parcel I of Parcel Map 19411. APN 215-070-39. Carlsbad. San Diego :_\,untv. California:· W.O. 6087-A-SC. Prepared by Ge,isoils Inc. Dated June lo. 2010. 4. ..Final Compaction Repo,1 of Grading. l:luildin(! Pad Area. Parcel 4. 6575 Black Rail RoaG. Carlsbad. San Diego Countv. Califr,mia:· \\'.O. 34601-B-SC. Prepared bv Cieosoils Inc. lJateo ~cotembcr i 4. 2Uf\.1 .. Preliminary Geotechnical Investigation. 6575 Black Rail Road. Proposed Subdivision. Carlsbad. San Die,ro County. California". W.O. 3460-A-SC. Prepared by GeoSoils Inc .. Dated November =:. 2002. EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "l" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Mr. David Raum 261 Apple Blossum Lane Vista. California 92084 Subject: References: Dear Mr. Raum Grading Plan. Foundation Plan and Details Review Proposed Single-Fan1ily Residence 1587 Triton Street Carlsbad. California 92009 See Attached May 22. 2019 Project No. 11-1 I 27C5 In accordance v:ith your request. we have reviewed the grading plan prepared by Omega Engineering Consultants of San Diego. California and the foundation plan and details prepared by David Hedgecock of San Diego. California fr1r the proposed single-family residence at the subject site. The grading plan. foundation plans and details were found to be in accordance with the recommendations provided in the referenced geotechnical reports (References No. 2 and No. 7). Our firm should observe the foundation excavations for proper size and embedment into competent bearing soils. ffwe can be of further assistance. please do not hesitate to contact our ollice. Respectfully Submitted. ' , .--· . --_, c;~;-~(:¢~~\ /i ... ) ,~.-GE 2704 ~'.)\rn\; ' ·. cXP fl.->r-•_,_ ! "' I ,c-, • c"·· V ' ,, -,:_c__ _ _c___ __ \1amadou Sa\iou Diallo. P .E. RCE 54071. GE 2704 'v!SDlmd • David Raum/ 158 7 Tr iron Stree/1 Carlsbad Project No. I /-112 7C5 REFERENCES 1. ··Soils Report Update. Proposed Single-Family Residence. 1587 Triton Street. Carlsbad. Califomia 92009". Project No. l l-I I 27C5. Prepared bv East County Soil Consultation and Engineering. Inc .. Dated October 19. '.W 18. ··Soils Report Update. Proposed Single-Family Residence. 6575 Black Rail Road (Lot No. 2). Carlsbad. Califomia 92009", Project No. l 1-1 l27C5. Prepared by East County Soil Consultation and Engineering, Inc .. Dated September 2 7. 2012. J. ··Report of Field Density Tests, Proposed Single-Family Residence. 6575 Black Rail Road (Lot No. 2). Carlsbad. California 92009". Project No. 11-l 127C5. Prepared by East County Soil Consultation and Engineering, Inc .. Dated August 23. 2011. 4. ··Transfer of Geotechnical Responsibility. Geotcchnical Engineer of Record. Two Proposed Single-Family Residences. 6575 Black Rail Road, City of Carlsbad. California". Prepared by East County Soil Consultation and Engineering. Inc., Dated July I!. 2011. 5. '"Geotechnical Update. Parcel I of Parcel Map 19411. APN 215-070-39. Carlsbad. San Diego County. California." W.O. 6087-A-SC. Prepared by Geosoils Inc. Dated June 16. 2010. 6. ·'Final Compaction Report of Grading. Building Pad Area. Parcel 4. 6575 Black Rail Road. Carlsbad. San Diego County. California:· W.O. 34601-B-SC. Prepared by Geosoils Inc. Dated September 14. 2004. 7. ··Preliminary Geotechnical Investigation, 6575 Black Rail Road. Proposed Subdivision. Carls.bad, San Diego County. Califomia ... W.O. 3460-A-SC. Prepared by GeoSoils Inc .. Dated November 27. 2002. EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD SUITE I SANTEE CALIFORNIA 92071 619 258-7901 fax 619 258-7902 Mr. David Raum 261 Apple Blossum Lane Vista California 92084 Subject: References: Dear Mr. Raum Response to Third Party Second Reviev. Proposed Single-Farnily Residence 1587 Triton Stree\ Carlsbad. Caiifomia 92009 See Attached May 22. 2019 Project No. I l-l l 27C5 In accordance with your request, we have prepared this report to address the third party second review comments from NV5 West. Inc. for the proposed single-family residence at the subject site. Comments 1 and 3 We have reviewed the referenced geotechnical reports and structural building plans prepared by Omega Engineering Consulta..t'\ts of La Mesa California and dated July 7. 2011 for the design of the proposed mechanically stabilized earth (MSE) retaining wall located on the western propeny boundery. Based on our field observations and density testing. it is our opinion that the appropriate design Yalues were incorporated into the deign of the MSE wall including superimposed loads such as vehicle and seismic loads. Con1ment2 The proposed concrete driveway and parking is planned to be located immediately adjacent to the top of the MSE wall. Therefore, we recommend that the upper 12 inches of subgrade should be scarified. moisture-conditioned within 2 percent over optimum and compacted to at least 95 percent relative compaction (ASTM D1557). PCC pavement should be a minimum of 3,500 psi concrete. It is recommended that steel reinforcement be provided for PCC pavements which will be su~iect to heavy impact loading, such as fire trucks. Minimum reinforcement for such slabs should consist of #3 deformed rebar placed at 18-inch centers each way. Placement of concrete, control/ ex:pansion joints, and any reinforcement should be conformance w'ith ACI specifications and the Strn4:tural Engineer's design. David Raum! /587 Triton Street/ Car/shad Pr<!iecr No. / l-l !17C5 lfwe can be of further assistance. please do not hesitate to contact our office. Respectfully submitted. Mamadou Saliou Diallo. P.E. RCE 5407!. GE 2704 MSD\md Darid Ruum/ I 58~ Triton S1reeJ/ ('arlshad Pn~jec1 No. I /-I I 2 7C5 REFERENCES I. --soils Report Update. Proposed Single-Family Residence, 1587 Triton Street. Carlsbad. California 92009 ... Project No. 11-I I 27C5. Prepared by Easr County Soil Consultation and En~inccring. Inc .. Dated October I 9.2018. ··Soils Reprnt Update. Prnposed Single-l"amily Residence. 6575 Black Rail Road (Lot No. 2). Carlsbad. California 92009 ... Project No. I 1-I I 27C5, Prepared by East C\,unty Soil Consultation and Engineering. In~ .. Dated September 27, 2012. 3. --Report of Field Density Tests. Proposed Single-Family Residence. 6575 Black Rail Road I Lot No. 2). Carlsbad, California 9"009 ... Project No. 11-l 127C5. Prepared by East County Soil Cnnsultatinn and Engineering. Inc., Dated August 21, 20 l l. ·-L --Transfer of Gcott!dmical Responsibility. Geotechnica\ Engine~r ,.Jf Record. T\\O Proposed 'iingk-Family Residences. 6575 Black Rail Road. City of Carlsbad. California ... Prepared hy La~t l\1unty Soil C(\Jbultation anJ Fnginct:.:rinµ. Inc .. Datl'd Jul; 11. 20 l l. 5. ··Geotechnical ljpdate. Parcel I of Parcel Map 194 l l. APN 2 l 5-070-39. Carlsbad. San Dieg,, County. California ... W.O. 6087-A-SC. Prepared by Gcosoils Inc. Dated June 16. 20 I 0. 6. --Final Compaction Report of Grading, Building Pad Area. Parcel 4. 6575 Black Rail Road, Carlsbad. San Dieg0 County. California.'· W.O. 34601-B-SC. Prepared by Gcosoils Inc. Dated 'ieptember 14. 2004. 7. ..Preliminary Gcotechnical hn·estigatirn1, 6575 Black Rail Road, Proposed Subdivision, Carlshad .. San Diego County. California··. \V.O. 3460-A-SC. Prepared b:.-,. GcoSoils lnc .. Dated Non~mbi.:r 27. 2002. EAST COUNTY SOIL CONS LL T ATI0N AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE:(t.:LrORD COPY SANTEE, CALIFORNIA 92071 (619) 258-7901 ·t f Carlsbad Fax 258-7902 Cl YO Mr. David Raum 261 Apple Blossum Lane Vista. California 92084 Subject: Retcrenccs: Foundation Excavation Observation Proposed Single-Family Residence 1587 Triton Street Carlsbad. California 92009 See Attached Dear Mr. Raum: DEC SO 2019 October 24. 2019 BUILrflNS®N'oSICDli 127C5 In accordance with your request. we have observed the foundation excavation for the proposed single-family residence at the subject site. The footings have been excavated to the proper depth and width into competent bearing soils and arc in compliance with the approved building plans. Foundation excavations. soil expansion characteristics and soil bearing capacity are in accordance with the referenced geotechnical report (Reference No. 8). In addition. plumbing trenches within the slab area have hccn properly backfilled and compacted. lf we can be of further assistance. please do not hesitate to contact our otlicc. Respectfully submitted. Ste,en Patric· RCE 38709 SPR/md Dm·id Ruum I 58~ Triton Strt!I!! Car/shad Prr~ji!1.:t ,Vo_ / I-I J] 7C5 REFERENCES I. "Report of Field Density Tests. Proposed Single-Family Residence. 1587 Triton Street. Carlsbad. , J. 4. California 92009", Project No. I l-1127C5. Prepared by East County Soil Consultation and Engineering. Inc .. Dated August I 5. 20 I 9. "Response to Third Party Second Revie". Proposed Single-Family Residence. 1587 Triton Street. Carlsbad. California 92009". Project No. 11-1 I 27C5. Prepared by East County Soil Consultation and Engineering. Inc .. Dated May 22. 2019. ··Grading Plan, Foundation Plan and Details Revie\\, Proposed Single-Family Residence. 1587 Triton Street. Carlsbad. California 92009". Project No. 11-l I 27C5. Prepared by East County Soil Consultation and Engineering. Inc .. Dated May 22. 20 I 9. "Soils Report Update. Proposed Single-Family Residence. 1587 Triton Street. Carlsbad. California 92009". Project No. I l-1127C5, Prepared by East County Soil Consultation and Engineering. Inc .. Dated October I 9.2018. 5. "Soils Report Update, Proposed Single-Family Residence. 6575 Black Rail Road (Lot No. 2). Carlsbad. California 92009", Project No. I I-I I 27C5, Prepared by East County Soil Consultation and Engineering. Inc .. Dated September 27. 2012. 6. "Report of Field Density Tests. Proposed Single-Family Residence. 6575 Black Rail Road ( Lot No. 2). Carlsbad, California 92009". Project No. 11-1127C5. Prepared by East County Soil Consultation and Lngineering. Inc .. Dated August 23.2011. 7. "Transfer of Geotechnical Responsibility. (jeotechnical Engineer of Record. Two Proposed Single-Family Residences. 6575 Black Rail Road. City of Carlsbad. Califrirnia", Prepared by East County Soil Consultation and Engineering. Inc .. Dated July 11.2011. 8. "Geotechnical Update. Parcel I of Parcel Map I 9411. APN 2 I 5-070-39, Carlsbad. San Diego County. California:· W.O. 6087-A-SC. Prepared by Geosoils Inc. Dated June 16, 2010. 9. "Final Compaction Report of Grading. Building Pad Area. Parcel 4. 6575 Black Rail Road. Carlsbad. San Diego County. California:· W.O. 34601-B-SC. Prepared by Geosoils Inc. Dated September 14. 2004. I 0. "Preliminary Geotechnical Investigation. 6575 Black Rail Road. Prop-..)scd Subdivision. Carlsbad. San Diego County. California'·. W.O. 3460-A-SC. Prepared by CicoSoils Inc .. Dated November 27. 2002. \..._ (~ity of Carlsbad ··· · · ·---~-· · ,,~41l11•••j14fi'.ll""'1'~-· rr~llii~ . , --~,,•<a CJ/, 1· •. ,· ·, .• • .. ,';Tj'"'' ••• , ., ,.,, Lt::: . '. ,,, ,. -~ "":// ~ •-t' t 1-·-1 ~--•· ,, !I.I' ~, J. '{< l ~ . '"\.; ,·f ~Jh,. .c!' , , , . , . , '" , _.,wL~t,; ,, .-.Jdl':' .. ~,,,',,,-,(\\. .! "• ,, '""'1:,.,~ .. ,,, /,,.,:,,,, : 'sq'.;-..,, .,/.,.,,·/•.-,.,$\ ",-,:_.,~ .,t.,-~"~-, \,~·•\~ ,(W,-,"i'C,,,,,. ,.. , , , _, , ·, This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: Plan Check No.: Project Address: Assessor's Parcel No.: Project Applicant: (Owner Name) Residential Square Feet: DEV2018-0079, RAUM HOUSE CBR2019-0773 1587 triton ST DAVID RAUM New/Additions: 2,336 Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City ofCarlsbadB_uildin~ Divisio_~. l=?ECE!VEJ) ocr 16 2019 C/Ty 01-· ~ B · C/\Pj ,-,,. UILD!N .. :·,' -vJJ1\I) G U;VJS/ON Date: 04/23/2019 Certification of Applicant/owners. The person executing this declaration ("Owner'') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. @ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinrtas. CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appl. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appl.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district( s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: -~/\. -~~ ---:,,-,r::J'r '!-,..-,_ \:;:'-.,. . ( '_J_ ½'-c-.\..-'<~Q. c . _ _ . , Le . 0\y_ \{'-,p-Q__ \ \!'1'"'-ll v'-) Title: -=:o, .__,,__~ ~--, v '-.. \~ ,'\.l'.,L~ 1-·\:::: . Date: JC ---t,S~-1'/ CARLSBAD UNlFIED SCHOOL DISTRICT 6225£ttAMINORtAt. Name of School District: Phone: 'J (cJ> ,~°) l -,:,t,02'1 CARLSBAD, CA 92009 Building Division y 1635 Faraday Avenue ! Carlsbad, CA 92008 I 760-602-2719 i 760-602-8558 fax: building@carlsbadca.gov 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 ADDITlONAL 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 DEV1CES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADE QUA TE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HA VE 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 CONS1RUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONS1RUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONS1RUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONS1RUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. CT/// cl A C.t,1,# OWNER.(S)/OWNER'S AGENT NA . ( . . E-29 /,,-,,,,;-:7 /j J7 ~ STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB 1.Z201q-c-11:3 SW_ BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C -C C 0 -0 0 :;, C C -c, :;, :;, "' 0 '" -c, '" -c, "' C u u C C "' E C E C -0 -" " 0 'ii ·c a. 0 0 0 E '" L L :;, L "ci >, '" '" ::,; -c, "' "' L --C "' -L '" c "'"' "' 0 "-0-L C "' "' C <I> a. '" C > ·c L '" 0 0 ·.:: -CU, C w 0 Best Management Practice' ~ .s Co 0 (Il ·c:. L 0 '" 0 L (.!) '" > C :;, ;;::_ "' 3' "' L "' -"' 0 -.c .5 f-E "' 0 C UL u "' 0 -c, a3 "' ::,; C <I> C C (BMP) Description ➔ "' u "'"' "' o> "' "' (Il ·5 C "' C -c, "' 3: C 0 :::, !/ -"' "'"' ~ E' "' 0 3' C -g~ CC =i ~ (1) u -0 0 LO -c, >, 0"' 0 "' ['J E " E :;, C 0 (Il "'·-"' 0--u<> 0 0 "' "' X ::,; 0 o> 0 C "' 0:: E 0 -Nu, 1J 0 u en:;:; "' ~.5 E g, 0 ·c:. L-3: '" 0"' '" 0 "' -~ .,< a3 -" .a E al =-= en =-= 3:: lo..:;:; :0 ·c [LE' o> c' o> "' u. cO 0 C L 0 .,< --c, .C C u L "' " -c, :c e ·--c, "'u 0 <I> L "' u ---c, 0 co 0 -·-a. > L-.a 0 -~ ~ ·-0 0 L 0 0 --c, "' "' 0 "'u C 0 0 0 o> -o -.c"' -o -0 = C •-C N C "' 0 CL V) "' .c .a L LO 0 -L U) C .B 0 0 L 0 ~u o_ 0 -a. 0 QC co (.!) 3: WO u5 "' u w::: (.!) in> "' "' [L "' 0:: 3:CL CLO [L ::,; "' ::,; "' "' u "' ::,; :c::,; CASQA Designation ➔ r---<Xl 0, ,.., ... "' <Xl 0 N "' r---<Xl N "' ... "' <D <O r---r I I I I I I I I I I I r I I I I I I I I I I I u u u u w w w w w w w w g:: g:: "' "' "' "' ~ ~ ~ ~ ~ ~ Construction Activity w w w w "' "' "' "' "' "' "' en z z z z Gradin□ /Soil Disturbance C>< "" ~ .x X i....---<... h.< 'X X '><: Trench inn /Excavation Stockoilina I'>< :x X DrilliM/Borina Concrete/Asphalt Sawcuttina Concrete Fla\work Pavina Condui\/Pi□e Installation Stucco/Mortar Work Waste Disposal S\aainn /Lav Down Area E□uiomen\ Maintenance and Fuelina Hazardous Substance Use/Starace Dewaterina Site Access Across Dir\ Other !listl: Instructions: 1. Check \he box \o the left of all applicable construction activity (firs\ 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 Stormwa\er Quality Association (CASQA) designation number. Choose one or more BMPs you intend \o use during construction from the list. Check the box where \he chosen activity row intersects with the BMP column. 3. Refer to \he CASQA construction handbook for information and details of \he chosen BMPs and how \a apply them to \he 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: / J"8J'7 r,. fe,,, 5' f Assessor's Parcel Number: ;;z.; 5" -0 70 -{'2-oc; Emergency Contact: Name: Dt?v,-/ 1/qtllf'I 24 Hour Phone: ~ J'[-5° 7 .2. -B',50 9' Construction Threat \a Storm Water Quality (Check Box) □ MEDIUM ~ow '" -"' o-3: C "' '" E -'" ~ o> U 0 CC 0 0 u::,; <Xl I ~ >< '><::" "">-c' Page 1 of 1 REV 02/16 Building Permit Number: CBR2019-0773 (cityof Carlsbad Community & Economic Development COMMUNITY FACILITIES DISTRICT RESIDENTIAL RESIDENTIAL CERTIFICATE: Developer carefully and be sure you thoroughly owner signature is required before permit the information shown below. DAVID RAUM Name of Owner 7927 Paseo Aliso of Residential Land, please read this agreement understand this agreement before signing. Property issuance. Your signature confirms the accuracy of all RAUM HOUSE Name of Project DEV2018-0079 Project Number Address Carlsbad, CA 92009-9013 City, State (619) 572-8609 Telephone 215-070-520-00 Assessor Parcel Number (APN) 1 Zip Lot Number Improvement Area 1 06/17/2003 Total # of Units Annexation Date Tract Number RES. DEVELOPED (NET DENSITY 0-1.5 DU/AC) Land Use Type $3,833.77 1.3 2018-2019 Factor Density Fiscal Year As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. As cited in Policy 33 and adopted by the City Council, this Special Tax will not be allowed to pass through to the homeowner. At the time a building permit is issued the Special Development Tax -One-Time is due per dwelling unit. In addition, there may be Special Taxes outstanding on the current tax roll or if a permit is issued alter March 1, taxes will be levied in the coming fiscal year. All of these special taxes are the responsibility of the developer. Accordingly, I agree to pay all of these current, outstanding and future Special Taxes. These taxes may not be apportioned to the homeowner as part of escrow closing. (Note: Regular county taxes may be prorated.) I understand that by signing this I am agreeing to this provision. I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Signature of Property Owner /) C7//1cl ~ dWl'11 Title ; ; Print Name Date B-33 Page 1 of 2 COMMUNITY FACILITIES DISTRICT RESIDENTIAL RESIDENTIAL CERTIFICATE CONTINUED: The reverse side of this form explains the obligation of the residential developer to take responsibility for the payment of all special taxes the "One-Time Special Tax" collected at building permit per dwelling unit and the "Annual special Tax Undeveloped Property" levied annually against undeveloped parcels per net developable acre. (A parcel is classified as undeveloped if as of March 1 of the previous fiscal year a building permit has not been issued.) Further clarification of the two types of special tax can be found in the information packet. By signing this certificate the developer is attesting to the fact that they have been made aware and fully understand this responsibility. To carry out this responsibility the developer must perform three steps: • Inform the escrow company of the obligation of the developer to be certain that the Annual special Tax -Undeveloped Property levied annually on the tax roll shown on the property tax bill is not prorated to the homebuyer. • Obtain the Annual Special Tax Undeveloped Property amount levied on the parcel. For escrows that close after approximately October 15th, the escrow company can obtain this amount from the current tax bill. For escrows that close between July 1 and approximately October 10th, the information is available each July 1 by contacting the Community Facilities District Administrator, Barbara Hale-Carter of Special District Financing & Administration at (760) 233-2633. (Please provide the parcel number(s) and fax number.) • Inform the homebuyer that the developer has fulfilled the obligation tax lien currently recorded against the property will be released special tax is paid. The item will still appear on the property tax bill year only, Ultimately it is the homeowners responsibility to make installments. Interest and penalty will accrue on the special tax in manner as regular county property taxes. A lien release will be October. and that the special once the outstanding for the current tax roll the property tax bill the same amount and processed the following Please note, there can be several community facilities districts titled, Communities Facilities District No. 1. An example is the Carlsbad Unified School District, Community Facilities District No. 1. Please read the property tax bill carefully to avoid any confusion. For fiscal year 2002-03 the County has determined that the City of Carlsbad, Community Facilities District No. 1 line item will read, "CARLSBAD COMM FAC DIST NO 1." Please refer to the information packet or call the District Administrator Barbara Hale-Carter at (760) 233-2633 with any questions. B-33 Page 2 of 2 EGA ENGINEERING CONSUlTANTS October 9, 2019 Attn: David Raum 259 Apple Blossom Ln. Vista, CA 92084 Ph: (619) 572-8609 Re: Raum Residence (GR2019-0003) 1587 Triton St. Carlsbad, CA 92011 Mr. Raum, l~ECORD COPY City of Carlsbad DEC 3 0 2079 BUILDING DJV1s10N We hereby certify that the as-graded building pad for the above referenced project was verified by a field survey completed by Omega Land Surveying on September 17, 2019. The building pad was found to have an average elevation of 364.25' with g_ne standard deviation of 0.03 ·. This is consistent with the desired grade 364.25' for an 8" slab thickness below the finished floor · elevation of364.92'. Should you have any questions or concerns, please do not hesitate to give us a call. Sincerely, 4340 V!EWRIDGE A VE Sum, 8 SAN DIEGO, CA 92123 P 858.634.8620 F. 858.634.8627 INSTALLATION CERTIFICATE {Pa2e 12 of 12) CF-6R Site Address 1587 Triton Street Carlsbad, CA Permit Number County Subdivision Lot Num'l,r Description oflnsulatlon (Formerly IC-I Form) I. RAISED FLOOR Material fiberglass balls Brand Name Johns Manville Thickness (incbes)_l_0'----------Thermal Resistance (R-Value) R30 2060 sq ft 2. SLAB FLOOR/PERIMETER Material ~-----------Thickness (inches) ________ _ Perimeter lD5Ulation Depth (inches) __ _ 3. EXTERJOR WALL Frame Type __________ _ A. Cavity lnsulJltion, Material tibergtass baits Brand Name Thennal Resistance (R-Value) Thickness (inches) 3 1/2'' and 6 1/2" B . Exterior Foam Sheathing Brand Name Johns Manville Thermal Resistance (R-Value) RB I 750 sq ft Rl9 600 sq ft Material __________ _ Brand Name Thickness (inches) ______ _ Thermal Resistance (R-Value) 4. FOUNDATION WALL Material ___________ _ Brand Name Thickness (inches) ________ _ Thermal Resistance (R-Value) 5. CEILING Ban or Blanket Type fiberglass balls Brand Name -'-Jo_h_n_s_M_a_n_v_ill_e ______ _ Thickness (inches) 10" and 12" Thermal Resistance (R-Value) R30 2260 sq ft R38 1270 sq ft Loose Fill Type_________ Brand Contractor's min installed weight/ftl __ lb Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value) 6. Title 24 Air Infiltration caulking and foam included Declaration ✓~I hereby certify that the above insulation was installed in the building at the above location in confonnance with the cu~t Energy ey/clen,:y Slandards for residential building, (Tide 24, Part 6, California Code of Regulations) as indicated on the Certificate of Complian~ where applicable. Item 'Its Signature Date Installing Subcontractor (Co. Name) OR (if applicable) ~ %,-7/7/2020 General Contractor (Co. Name) OR Owner ~ ~-~s OR Window Distrib~r Lie No 472996 J & L Insulation, nc Item #s , Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item 1k Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor . Residential Compliance Forms Apn12005 /ern-1,I -II c,!A7;z.o/9"-0773 /'7-87 T,,.,/4'7 5r C:. w,,. /s-~ v c/ C 4 '7 :,l c/ C7 B' I/ ~ ~ _,,)fe ~ ~& ~~ ~ ~ ~4" .~~ ~~· ;?-O' 7-/, ~ ~4 ~-c-~ ~ d,, I /f ~-r~ ~~-'7~ 5~~/h::r~