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Home My WebLink About1729 Geranium St; ; CBR2018-1439; Permit(city of Carlsbad Print Date: 11/07/2018 Job Address: Permit Type: Parcel No: Valuotion: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1729 Geranium St BLDG-Residential 2155503200 $7,441.60 Residential Permit Work Class: Alteration Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Description: GARRETT: 160 SF KITCHEN REMODEL TO REMOVE DIMISING WALL BETWEEN KITCHEN AND DINING Applicant: ANDREW SANDERS 858-736-4606 BU!LDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE {BLDG) $B1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIOENTIAL Total Fees: $167.24 Owner: KRISTOPHER GARRETT 1729 Geranium St CARLSBAD, CA 92011 Total Payments To Date: $167.24 Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Permit No: CBR2018-1439 Closed -Finaled 06/18/2018 08/03/2018 CRenf 11/7/2018 12:10:40PM $0.00 $97.22 $68.05 $1.00 $0.97 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov .• ,,...~ . ( City of Carlsbad Bui~ng Permit Application ...Jin Check No.ffiR.2.()l'o-IL\ J9 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 780-802,2719 Fax: 760-602-8558 email: bulldlng@carlsbadca.gov www.carlsbadca.gov Est. Value 7 1 '--\ '--\ '2. - Plan Ck. Deposit Date ll1 -1'6 -1 JOB ADDRESS r+,... SUITE#/SPACE#/UNIT# APN , _r-\ 7'.£-u:>-57( A /V' I 4' /V\. "?I ' ;&-/_;;, -_:£5'(? -3-~ hC"T~/P~R~O"JE"'CT=•.-<-----77,io~,~.---~-~,~H"AS=,··-~•--o~,-u .. N"ITS~T.=s,"'D~R~O~D"M~S--+.-,,-r·H·R·o·oM·s--~,-,-,-,,-r·,-u-,-,N-E-ss--NA_M_E,_______ CONSTR. rip·•,-·o·c·c.·c·,-o·u·,-- // C EXISTING USE CITY C PHONE <,I.,,, EMAIL -PrZc'-1'/' PROPOSED USE "" PROPERTY OWNER NAME ADDRESS ZIP ZIP EMAIL DESIGN PROFESSIONAL NAME C==cc-l~.,,L'LV ... EF....lle:<..______.i;;e,.,(l,c,1!L/:.cAco1r,::,ll',:;__ ADDRESS CONTRACTOR BUS. NAME ADDRESS C ~le_ 8 VJ L d 2 k'------1 ' CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ---------------~S"T'AT"E"L"IC'."#------+cST .. A'TE=u·c."•-----------~·c-LAS=s---~c-,TY=,-u"S". ,~,c-.~--- (Sec, 7031.5 Business and P,rofessions Code: Any City or Coun_ty 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 Is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of D1v1sion 3 of the Business and Professions Code] or that he Is exem.et therefrom, and the basis for the alleged exemption. Any violation of Section 1031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)), WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued D I have and will maintain workers' 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 Co ______________________ Policy No. ______________ _ Expiration Date __________ _ This section need not be completed if the permit is for one hundred dollars ($100) or less, 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 subjecl an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Seclion 3706 of the Labor code, interest and attorney's fees. ~ CONTRACTOR SIGNATURE •AGENT DATE 0 " OWNER-BUILDER DECLARATION ~ fa/;;,, ' ' I hereby affirm that I am exempt from Contractor's License Law for the following reason rf-I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). • I, as owner of the property, am exclusively contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law), • I am exempt under 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 I have not) signed an application for a building permit for the proposed work, 3. I have contracted with th allowing person (firm) to provide the proposed construction (include name address/ phone I contractors' license number): the work, but I have hired following per coordinate, supervise and provide the major work (include name I address I phone/ contractors' license number): ed { wing per ns to provide the work indicated (include name I address/ phone/ type of work): ,k$ PROPERTY OWNER SIGNATURE •AGENT DATE ,• OMPLETE THIS SECTION~R NON-RESIDEI\ITl~L BOIL , 4G PERMITS ONLY , Is the appli.cant or future building occupant required lo submit a business p~utely hazardous ma. tec.ials reg. istrati.on form or risk ma.nagement and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? • Yes '1) No· /' Is the applicant or future building occupant required to obtain a permit from the air pollution control d1stnct or a1~l1ty management district? • Yes ~ Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED U LESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. C:ONSTRUCTIC:,N LENDING AGENCY J hereby affirm that there 1s a construct1o~le~d1ng agency for the perfonnance of the work this permit 1s tssued (Sec 3097 {1) C1v1I Code) Lender's Name /V(' fr .. Lender's Address APPLICANT CERTIFICATION I certify th at I have read theappllcation and state that the above information is correct and that the Information on the plans Is accurate. I agree to oomplywith all City ordinances and State laws relating to building construction. I he,.by autho!ize "'P"'5erllative of the Ci~ of Carlsbad to enter upon the above mentioned pn,perty 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 permn is required for excavations over 5'0' deep and demolition or construction of strucbJres over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation an become null and void if the buikling or"l\'Orl< authorized by such permit is not commenced within 180 days from the date of such permit or if the buildi or work authorized by it is suspended or aba any time after the work is commenced for period of 180 days (Section 106.4 .4 Uniform Building Code). ,,,1~1/S-~ APPLICANT'S SIGNATURE DATE P0.rrnit fypc Wor~ Chs!';: St.itus: Scheduled Date BLDG-Residential Alteration Closed -Finaled Actual Start Date Inspection Type Application Date: 0611812018 Owrwr: KRISTOPHER GARRETT Issue Date: 0810312018 Subdivision: CARLSBAD TCT#79-04 Expiration Date: 03106/2019 Address: 1729 Geranium St Carlsbad, CA 92011-5118 IVR Number: 11985 Inspection No. Inspection Status Primary Inspector Reinspection ----··-·----•-··-··-·-----------··-----·------------------------------- 09/05/2018 09/05/2018 09/07/2018 09/07/2018 11/0712018 11107/2018 BLOG-17 Interior Lath/Drywall 069037-2018 Checklist Item BLDG-Building Deficiency BLOG-17 Interior LathlOrywall 069392-2018 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 075462-2018 ChBcklist Item BLDG-Building Deficiency BLOG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLOG-Electrical Final Partial Pass COMMENTS Passed COMMENTS Passed COMMENTS .. ---· ·-· -·---------·----------------------- November 07, 2018 Chrls Renfro Reinspection Passed Yes Chris Renfro Passed Yes Chris Renfro Passed Yes Yes Yes Yes Yes Complete Incomplete Complete Complete Page 3 of 3 ! ' dft;4j;,N0 ; , -• A;" ' + ,s , ,f" , ' , s,' ,' 4 fERMIT INSF!ECJIQN HJfT,OR'/,' REPORT (CSR,2018~1439) Permit Type Work ClciSs: Status· Scheduled Date 08/24/2018 BLDG-Residential Application Date: 06/18/2018 Owner: Alteration Issue Date: 08/03/2018 Subdivision: Closed -F inaled Expiration Date: 03/06/2019 Address: Actual Start Date 08/24/2018 IVR Number: 11985 Inspection Type Inspection No. 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 BLDG-18 Exterior Lath/Drywall 068117-2018 Checklist Item BLDG-Building Deficiency BLDG-84 Rough Combo(14,24,34,44) 068118-2018 Checklist Item BLOG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Inspection Status Primary Inspector COMMENTS Not ready. Need special inspection reports of any epoxy hold downs, need exterior to be wrapped and water tight, spray from any through penetrations into top plate. Add foam wrap to hot water lines. Partial Pass Chris Renfro COMMENTS Failed Chris Renfro COMMENTS See back of inspection card for corrections. Need to add spray foam to through penetrations in top plate and around windows. Need to add ledger to drop celling in kitchen, gas needs to be pressurized to test for leaks, add Tice nails to strap in top plate header, Need to add exhaust fan in bathroom, add caulking to tears or holes in paper. Call for rough combo reinspection when completed. 08/28/2018 08/28/2018 BLDG-84 Rough Combo(14,24,34,44) 068390-2018 Passed Chris Renfro November 07, 2018 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 KRISTOPHER GARRETT CARLSBAD TCT#79-04 1729 Geranium St Carlsbad, CA92011-5118 Re Inspection Passed No No No No No Reinspection Passed Yes Reinspection Passed No No No No No Passed Yes Yes Yes Yes Yes Complete Incomplete Complete Complete Page 2 of 3 " ~ " t '{' ~ ' " " ,, ' ½ 1,,," ,' ?1,;l,, PERMIT INS_PECTION HIStORY REPORT (~BRl018-1439) ' Pt-rmft Type: BLDG-Residential Application Date: 06/18/2018 Owner: Work Class: Alteration Issue Date: 08/03/2018 Subdivision: Status: Closed -Finaled Expiration Date: 03/06/2019 Address: IVR Number: 11985 Scheduled Date Actual Start Date Inspection Type Inspection No. 08/14/2018 08/14/2018 08/20/2018 08/20/2018 08/21/2018 08/21/2018 BLOG-13 Shear PanelsfHD {ok to wrap) 066864-2018 Checklist Item BLOG-Building Deficiency BLDG-84 Rough Combo{14,24,34,44) 066863-2018 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLOG-44 Rough-Ducts-Dampers BLDG-13 Shear Panels/HD {ok to wrap) 067565-2018 Checklist ltc-rn BLDG-Building Deficiency BLDG-13 Shear Panels/HD {ok to wrap) 067738-2018 Checklist Item BLDG-Building Deficiency BLDG-84 Rough Combo(14,24,34,44) 067603-2018 Inspection Status Primary Inspector Failed Chris Renfro COMMENTS Not ready Failed Chris Renfro COMMENTS Not ready. Need special inspection reports of any epoxy hold downs, need exterior to be wrapped and water tight, spray from any through penetrations into top plate. Add foam wrap to hot water lines. Partial PaH Chris Renfro COMMENTS Need to tighten down nuts and bolts on hold downs, nail off coil strap using joist hanger nails not eight penny nails. Call for reinspection. Special inspection report collected on the Epoxy hold downs Passed Chris Renfro COMMENTS Need to tighten down nuts and bolts on hold downs, nail off coil strap using joist hanger nails not eight penny nails. Call for reinspection. Special inspection report collected on the Epoxy hold downs Failed Chris Renfro KRISTOPHER GARRETT CARLSBAD TCT#79-04 1729 Geranium St Carlsbad, CA 92011-5118 Reinspectlon Re Inspection Passed No Re inspection Passed No No No No No Reinspection Passed No Passed Yes ReinspecUon Complete Complete Complete Incomplete Complete Complete November 07, 2018 Page 1 of3 r .... \ JEFF WINTER 1NsPEc11/t1~s sP~IAL INsPEcToR's 40685 Deluz Murrieta Rd. Fallbr'11~~£_A 920~ .... ', IL Y REPORT 760-451-9021 Office www.specia1-ins)lector.or~\'1\S\0~ Q .. -0,~t:> r \snad Type of Inspection: 1 ,'-'a:,/ I J~~ 7 , U D~ e:,Cal / ~,.. _,, Permit #: Cd A a/a p I <1 ,;<ii} Issued ~ s·t 10'\II Project: Job Address: /7,.;)7 ~, /.A;..nnfh _(.A ... ~..,Contacts Phone I Engineer Phone ~cf ~ ~/H t"G-' Contractor / -Phone Superintendent Phone Material Samples Taken: Yes,[] -Indicate number and type below Concrete Grout Mortar Prism Other # # # # # / Scope of Work: Work Inspected / 1/ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS.SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. , Signature of Registered Inspector V z / ICC Certification Number City I County , C d N P 0 ontmue on ext age Page f 0 REG. HOURsl o.r HOURS I o.r HOURS I r.r HOURS I TRAVEL L I I I I All Inspections based on a minimum of 4 hours and over 4 hours -8 hour minimum. Also any Inspection that extends past noon will be an 8 hour minimum Approved by ~ Pro[ect Superintendent/ Contractor's Representative ✓• EsG1I A SAFLbl,iit Company DATE: 07/30/2018 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2018-1439 PROJECT ADDRESS: 1729 Geranium St. PROJECT NAME: SFD Remodel SET: II • • • • • [gJ • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did adv7s·se the plicant that the plan check has been completed. Person contacted: . ~{u Telephone#: Date contacted: (b~ ) Email: Mail Telephone Fax In Person REMARKS: Please revise red-clouded notes on sheets A3.1,3.2,4.1,4.2, and sheet E&S on any additional copies at the jurisdiction prior to final approval. By: Ryan Murphy EsGil 07/23/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ✓• EsG1I A S/\H·bu1lt Cornptw,y DATE: 06/26/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2018-1439 PROJECT ADDRESS: 1729 Geranium St. PROJECT NAME: SFD Remodel SET: I • APPLICANT • JURIS. D 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 building 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: Andrew Sanders 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: Andrew Sanders Telephone#: (858) 736-4606 Date contacted: (.{I /rlJIJ (by:~ ) Email: Andrew5678@live.com Mail ~ Fax In Person 0 REMARKS; By: Ryan Murphy EsGil Enclosures: 06/19/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBR2018-1439 06/26/2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2018-1439 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 1729 Geranium St. FLOOR AREA: Kitchen Remodel: 160 sq. ft. STORIES: No Change HEIGHT: N.C. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/18/2018 DATE INITIAL PLAN REVIEW COMPLETED: 06/26/2018 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/19/2018 PLAN REVIEWER: Ryan Murphy 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. City of Carlsbad CBR2018-1439 06/26/2018 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. Current set is not signed by the designer. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Please revise the door schedule on sheet A-3.3 to indicate bi-fold and sliding door as new. 4. Add new glass doors to scope of work statement on sheet A-1.1. 5. Glazing in the following locations should be shown on the plans as safety glazing material in accordance with Section R308.4: a) Glazing in doors. 6. The scale appears to be off on all sheets. Please review and correct scale to verify dimensions, spans, and tributary loads for proposed framing. FIRE PROTECTION 7. In existing buildings, when alterations, repairs or additions requiring a permit occur (or when one or more sleeping rooms are added), the dwelling unit shall be provided with smoke alarms located as required for new dwellings; the smoke alarms shall be interconnected and hard wired. Exception: Smoke alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R314.8.1. City of Carlsbad CBR2018-1439 06/26/2018 8. Show location of permanently wired smoke alarm with battery backup, per Section R314: b) Inside each bedroom. c) Outside each separate sleeping area in the immediate vicinity of the bedrooms. d) On each story, including basements. e) Such smoke alarm locations shall comply with the following: i) They shall be not less than 3' from the door opening of a bathroom. ii) They shall be at least 20' from a cooking appliance. iii) They shall be at least 3' from supply registers of heating/cooling systems. iv) They shall be at least 3' from the tip of the blade of a ceiling- mounted fan. • NOTE: When more than one smoke 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. 9. When alterations, repairs or additions are proposed for dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), the dwelling unit shall be provided with carbon monoxide alarms located as required for new dwellings; the carbon monoxide alarms shall be interconnected and hard wired. Exception: Carbon monoxide alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R315.2. 10. 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) Outside each separate sleeping area in the immediate vicinity of the bedrooms. b) On each story, including basements. STRUCTURAL 11. Please provide an existing roof framing plan to verify bearing points/tributary load at new beams. 12. Please revise vertical analysis to include dead load from walls above. 13. Provide design calculations for proposed 4x12 beam. 14. Please add inked in 4x6 post callouts permanently to sheet S-3.1 on the next set. City of Carlsbad CBR2018-1439 06/26/2018 15. It appears you are modifying several braced wall lines with the proposed work: a) Please show conformance to the Braced Wall Provisions of Section R602.10 at the exterior walls with modified/new openings or provide lateral analysis from the Engineer of Record. b) The interior wall being removed between kitchen and dining room appears it may be a braced wall, please provide analysis from EOR documenting ability of remaining braced walls to carry additional lateral load previously supported here. 16. Detail braced wall connections, including foundation and floor diaphragms, to braced walls. Section R602.10.8. 17. If applicable, the plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2): a) Expansion anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3. 18. If special inspection is required, the designer shall complete the City's Special Inspection Agreement attached to the end of this list. Please fill out and return to the City. ELECTRICAL 19. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 20. 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. 21. Show on the plans that countertop receptacle outlets comply with CEC Article 210.52(C): In kitchens a receptacle outlet shall be installed at each counter space 12 inches or wider; Receptacles shall be installed so that no point along the wall line is more than 24 inches; Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle. (Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces). City of Carlsbad CBR2018-1439 06/26/2018 22. All installed luminaires shall be high-efficacy in accordance with ES TABLE 150.0-A. Light sources that are not marked "JAB-2016-E" shall not be installed in enclosed luminaires. ES 150.0(k). 23. Dimmers or vacancy sensors shall control all LED style luminaires. Two exceptions: Fixtures installed in hallways or (closets under 70 square feet). 24. Recessed can light fixtures shall be IC listed, air-tight labeled, and not be equipped with a standard medium base screw shell lamp holder. ES 150.0(k). PLUMBING 25. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. ENERGY CONSERVATION 26. Fenestration alterations must meet all requirements of ES 150.1 (c) and Table 150.1-A except: a) 75 sq. /ft. square feet may be added and not be required to meet the total fenestration or west facing fenestration maximum areas. 27. It appears you are adding more than 75 sq. ft. of fenestration. Please provide an energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance. The Prescriptive design and the latest Performance software programs are available at: http://www.enerqy.ca.gov/title24/2016standards/index. html END OF REVIEW 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: City of Carlsbad CBR2018-1439 06/26/2018 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 Ryan Murphy at EsGil. Thank you. City of Carlsbad CBR2018-1439 06/26/2018 «1~ ~ CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. 'roject/Permit: __________ _ Project Address_· _________________ _ A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder •. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Pleaseprinlj_ _________________________________ _ lFlrsl) (Ml.) llast) Mailing Addres,~----------------------------------- Email,c· _________________________ Phone_· __________ _ I am: •Property owner •Property Owner's Agent of Record •Architect of Record •Engineer of Record state of California Registration Numbe · Expiration Date: _______ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signatu,no: _______________________ Date: ___________ _ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be competed by the contractor/ builder/ owner-builder. Contractor's Company Name.: ___________________ Please clleck if you are Owner-Builder • Name: (Please print) __________________________________ _ (M.11 (LBSl) Mailing Address: ___________________________________ _ Email: _______________________ Phone,_· __________ _ state of California Contractor's License Number.· __________ Expiration Date: _______ _ • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • I will provide a final reporl/letterln compliance with CBC Section 1704.1.2 prior to requesting final Inspection. Signature,0: _______________________ Date: ___________ _ B-45 Page 1 of 1 Rev_ 08/11 City of Carlsbad CBR2018-1439 06/26/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Ryan Murphy PLAN CHECK#.: CBR2018-1439 DATE: 06/26/2018 BUILDING ADDRESS: 1729 Geranium St. BUILDING OCCUPANCY: R-3/U BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier SFD Remodel 160 citv est. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 use Buildin Permit Fee 9 ... 1997 USC Plan Check Fee Y Type of Review: 0 Complete Review Reg. VALUE Mod. D Structural Only D Repetitive Fee ..,. Repeats • Other D Hourly EsGII Fee >-------II Hr. @ • Comments: ($) 7,442 7,442 $55.201 Sheet 1 of 1 Kristopher Garrett June 6, 2018 To Whom It May Concern, 1729 Geranium St Carlsbad, CA 92011 858-205-5294 JUN 1 8 2018 CIT'/ ,J_,.-l_:-.:'. :.._ -:--,. BUiLD:1\;-.:; l)! ,,'i:.~'.l(_1;·.1 I hereby authorize Andrew Sanders to pull permits from the city of Carlsbad for the below single family residence that belongs to myself: 1729 Geranium St. Carlsbad, CA 92011 Regards, Kristopher Garrett STRUCTURAL CALCULATIONS Garret Residence 1729 Geranium Street Carlsbad, CA 92011 Engineer Albert deBerardinis, RCE 6808 Lipmann Street San Diego, CA 92122 June 9, 2018 p .. ·) -. ·:"' t:~:'. J '\ { 7:_: ~'·-·~-. r··'( '(-,ji L,,.. 2 ;Ll !..oc, L.,.:' JUN 1 8 2018 C:"T':" n;· c·.:• .. :·,, l>\U L·.L-: ·-,:~, __ ,:··/::.:;1c-:-1 ~ . .. . " Q'.ft] . ~. >. Dead Load(Rooft Roof material Plywood Framing Insulation Gypsum Board Misc. Dead Load Live Load Garret Residence Date: June 6, 2018 Structural Calculations 9.0 1.8 3.5 0.5 2.8 0.4 18.0 20.0 psf psf Dead Load/Floor) Plywood 1.8 Framing 3.5 Insulation 0.5 Gypcrete 0.0 Misc. 0.4 Dead Load 6.2 psf Live Load 40.0 psf A. Vertical Force Analysis (Based on 2016 California Building Code)-2015 IBC MMAX (ft lbs) CB#1-L=7feet 2,695 inch cubed MMAX (inch lbs) S (required) 32,340 25.87 Trib area= 5.5 feet x 80 psf Simple beam= wl squared/8 Floor plus ceiling load plus trib area of roof toad CB#2-L=14feet 10,780 129,360 49.75 Trib area = 5.5 feet x 80 psf Simple beam= wl squared/8 Floor plus ceiling load plus trib area of roof load inch cubed S (actual) 32.81 4x8 123.49 5 1/4 x 11 7/8 parallam .... STRUCTURAL CALCULATIONS Garret Residence 1729 Geranium Street Carlsbad, CA 92011 A~nclU,m Co\w.lo:\1@C:i t~~ ie1~ -1+3 1 Engineer ju½ \~l 1'~1~ Albert deBerardinis, RCE 6808 Lipmann Street San Diego, CA 92122 June 9, 2018 Garret R~idence Date: June 6, 2018 Structural Calculations Addendum Calculations-Jul\! 16, 201a Dead Load/Roof\ Dead Load[Floorl Roof malaria.I 9.0 Plywood 1.8 PlyWOod Framing 3.5 Framing lm;ulatlon 0.5 Insulation Gypsum Board 2.8 Gypcn!te Misc; M Misc, Dead Loa.d 16.0 psf Dead.Load Live Load 20.0 psf Live Load Wall deai! load (6psfx8.5 ft)= 51 psf. 1..8 3.5 0.5 0.0 M 6.2 40 .. o A Vertical Force Anal\tsis /Based on 2016 Cellfomla Bujldjng Code}-201 s 1ac MMAX (ft Ibo) CR #1-I -:::7 teet~ Gndlne 1 ,3,032 lnoli,:ooed MMAX (lncl>lbs) S·(l"e<!Uired) ~.11 Trib an,a ••S:5-/eet x ilo pol SimpleJ••·.,••wl -""'" Floor plus ce,li(lg lood.plus 1rl>8IOl!of roof- CB #2· L-'14 feet··Gcldllne 1-3 inch cubad S (actual), 32.81 ·4x8 psf psf 17.t76· 216,712 61.97 123.48 :$· Jf4 x 11 7/6 parallBm Ti-ib erita ~-5.S -fe})l x: so· psf Simpl& baam= _WI squ3f'EKlJ8:ptus point load from roof . 1 , .. FloorpluseeilngloadplU&tnb"""'ofroofload ' "fl-!:•'¥bf,f )(; ll:i:. I~~ l,,/ta"llf ((()bf) it' ) I ' ,i. ll ~ I I ~ ul, ~. ~ y. ':IJ<,0f (1\,;r ~ ·:CB #3-1 •14 feat~ Gridlne A 1~.23() ,rib Olea= S feel x 90 i>lf t...:tl!-1 I 158,78() ·Sin1pli-wl ,quared/8 e2.-33 3.'112 x ·11 718 pe(allflr:n_ Garret Reslden~ Dale: June 09, 201.8 Struciural Calculations Addendum Calculations-July 10, 20.18 Dead Load(Roof] Dead Load(Fioorl Hoof material-tile 9.Q Plywood 1.8 Plywood Framing 3:5 FrariJing Insulation 0.5 Insulation Gypsum Board 2.8 Gypcrete Misc; 0.4. Misc. Dead Load 18:0 psi psf Dead Load Live Load 20.0 psf psf Live Load B. Lateral Force Analysis (Based on 2016 California ByUding Coctel-201 s 1ac Wind Anal)'llls-desigli per ASCE 7-10 See alta<lbed analy$is-minimum 16,0 psf minimum loading Wtnd·pressure= Wind pressure= Wind pressure= o;00256K(z)K(zt)K(d)(\/· ASD)sqi,lared· Cl00256 (0.85)(1.0)(0,85)(0.6square rooix110)squared 15.72.psf < 16psf minimum .. 1.8 3.5 0.5 0.0 DA 6.2 40.0 Seismic Analysis (ASCE 7-10), per section 12.8. In accor!lllnce. with Table 12.6-1. V=Cs*;W Site Class" D R,;6,5 (wood wallsj ..... Tabl!! 12.2-1 S<1ismic Use Group,: II, Seismic Design Category D Importance. Factor 1 E= 1.00 Fa= 1.07 MCE SpEICtral response perASCE 7-10, Section 11.4.1 Fv" 1.58 MCE Spectral response perASCE 7-10, Section 11.4.1 3l.09;•117.,Z7 Max Ss= t.075 Maxlm1.1m. Ss from USGS website (s~ above) MaxS1= 0.415 Maximum S1 frO(TI USGS websiie (see above} SMS=Fa x Ss= 1.07 x 1.075g= 1,.1509 SM1=Fv times x S1= 1.58.X 0;4:i5g= 0.658g sDs=2/3 sr,ns" 0.1019 SDt,;213 SM1= 0.439g To= .2 S01/SDs Ts'-' S01/SDs. Equivalent Lateral Force Procedure Cs= SDs /(R/J) .or not greater than Cs=SD1/(TS(R/I)) T per S!!cllon 12 .. 8 .. 2.1 Cs= 0.767/6.5= 0.13 or not greater than 0.14, ... round to 0,2 Vo=0.2W psf psf Shear Panels from second floor to Roof Wind Seismic GndjjneA H(w)= 16.0*transverse area= H(s)=0.20W(DL)= Tributary distance= 41 feet x 7 feet 896.00 1,105.52 Controls V(1)=1,106/11.5= 77.91 plf Exg 11.5 If of Type A wall, v (act)= 225 plf Ok 8,844 ft-lb M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= Wind Seismic M(res)>M(ovt) ok Grjdljne B H(w)= 16.0'transverse area= H(s)=0.20W(DL)= 19,125 ft-lb No holddowns required Tributary distance= 41 feet x 12 feet 1,536.00 1,859.76 Controls V(1)=1,860/11= 188.45 plf Exg 11 If of Type A wall, v (act)= 225 plf ok 14,878 ft-lb M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= 16,830 ft-lb M(res)>M(ovt) ok No holddowns required Collector element load transfer-Simpson Cont CS--16 Wind Seismic Grjdllne 1 H(w)= 16.0'transverse area= H(s)=0.20W(DL)= Tributary distance= 27 feet x 20 feet 2,560.00 Controls 2,332.80 V(1)=2,560/27.5= 125.67 plf Exg 27.5 If ofTypa A wall, v (act)= 225 plf ok 20,480 ft-lb M(ovt)= Overturning Moment: M(res)= 85 % Restraining Moment= Wind Seismic M(res)>M(ovt) ok Gridline 2 H(w)= 16.0*transverse area= H(s)=0.20W(DL)= 27,540 ft-lb No holddowns requried Tributary distance= 27 feet x 20 feet 2,560.00 Controls 2,332.80 V(1)=2,560/18.5= 138.38 plf Exg 18.5 If of Type A wall, v (act)= 225 plf Ok 20,480 ft-lb M(ovt)= Overtuming Moment= M(res)= 85 % Restraining Moment= M(res)>M(ovt) ok 24,480 ft-lb No holddowns requlied •. _., First Floor Panels First Floor to Second Floor Wind Seismic Gridiine A H(w)= 16.0"transverse area= H(s)=0.20W(OL)= Tributary distance= 41 feet x 7 feet Shear Wall above 896.00 560.00 1,105.52 2,001.52 V(1 )=2,002/11 = 181.96 plf Exg 11 If of Type A wall, v (act)= 225 plf Ok 23,180 ft-lb M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= Wind Seismic M(res)>M(ovt) ok GridUne B H(w)= 16.0"transverse area= H(s)=0.20W(OL)= 30,321 ft-lb No holdowns required Tributary distance= 41 feet x 12 feet Shear Wall above 896.00 560.00 1,859.76 2.419.76 V(1 )=2,419/5= 439.96 plf Exg 11 If of Type A wall, v (act)= 450 plf Ok Double shear M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= 29,214 ft-lb 30,321 ft-lb M(res)>M(ovt) ok No holdowns required Collector element load transfer-Simpson MST 48 Wind Seismic Gridllne 1 H(w)= 16.0"transverse area= H(s)=0.20W(DL)= Tributary distance= 27 feet x 20 feet Shear Wall above 2,560.00 2,332.80 2,560.00 4,892.80 V(1)=4,892/27= 177.92 plf Exg 27 If of Type A wall, v (act)= 225 plf Ok 61,440 ft-lb M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= Wind Seismic M(res)>M(ovt) ok Gndllne 2 H(w)= 16.0"transverse area= H(s)=0.20W(DL)= 63,648 ft-lb No holdowns required Tributary distance= 27 feet x 20 feet Shear Wall above 2,560.00 2,332.80 2,560.00 4,892.80 V(1 )=4,892/27= 181.21 plf Exg 27 If of Type A wall, v (act)= 225 plf ok 61,440 ft-lb M(ovt)= Overturning Moment= M(res)= 85 % Restraining Moment= M(res)>M(ovt) Ok 67,891 fl-lb No holdowns required ... ,"•o~gn Maps Summary Report EUSGS Design Maps Summary Report User-Specified Input Report Title Garret Residence Mon July 16, 2018 15:03:29 UTC Building Code Reference Document 2012/2015 International Building Code (which utlllzes USGS hazard data available In 2008) Site Coordinates 33.09613°N, 117.27099°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III 0CHRSI ( USGS-Provided Output Ss = 1.075 g s . = 0.415 g S"s = 1.150 g s". = o.658 g Sos= 0.767 g S 01 = 0.439 g Page 1 of 2 For Information on how the SS and 51 values above have been calculated from probabilistic (risk-targeted) and detennlnlsttc ground motions In the direction of maximum horizontal response, please return to the application and select the ~2009 NEHRPn building code reference document. 1.:,, ,,., i .,.·~ r2 .. ,., MCER Response Sptttrum .. , .. 11..).t .. ~, 11(,1 tlJtl 1,11 1.3'1 l..ltl ''""' IMt :"tU PcriiMI, T ts«I Des~ Response Spectrum 111u u.3, n .a,, HIit 11,., 1.t•I l.>t IN• l /11 IM• .?t•• l'cnld. T 1.1«1 https:/ /prodO 1-earthquake.cr. usgs.gov/designmaps/us/summary .php?template=minirnal&la... 7/16/2018