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Home My WebLink About2506LA GOLONDRINA ST; ; CBR2018-1278; Permit(city of Carlsbad Residential Permit Print Date: 02/28/2019 Permit No: CBR2018-1278 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2506 La Golondrina St BLDG-Residential 2155612400 $36,439.28 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Pool Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 05/30/2018 07/03/2018 TFraz Plan Check#: Final Inspection: 2/28/2019 9:43:23AM Project Title: Description: CONNOR: DEMO EXISTING POOL, NEW 600 SF POOL, 56 SF SPA, 168 SF PATIO COVER, GAS TO BBQ, FIREPIT AND FIRE POTS Owner: COOWNER CONNOR DAVIO AND SALLY 2506 La Golondrina St BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) CARLSBAD, CA 92009 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium BLDG SW PPP PLAN REVIEW FEE TIER 1 -MEDIUM Total Fees: $952.50 Total Payments To Date: $952.50 Contractor: GREEN LAND CO 760-432-9999 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $322.80 $225.96 $41.00 $62.00 $2.00 $4.74 $238.00 $56.00 r . ( Cicyof Carlsbad •JOB ADDRESS Building Permit Application 1635 Faraday Ave., Garlsbad, CA 92008 Ph: 780-6024719 Fax: 760-602-8558 email: bulldlng@carlsbadca.gov www.carlsbadca.gov SU ITE#/SPAC E#/U NIT# Plan Check No Est. Value Plan Ck. Deposit Date APN TENANT BUSINESS NAME DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) l?c/o/t:vl: £.i-/.57'/NC /c-bL-Fe/L. EXISTING USE CITY FAX DESIGN PROFESSIONAL NAME CONTRACTOR BUS. NAME C I r.=c=------------------1 /J...t;"eNL,WA ADDRESS ADDRESS -p 3~ tJS:~A-:5-C.: CITY STATE ZIP CITY STATE ~./J-,11,LS~lr .J> C' A-ZIP STATE UC. #I STATE LIC.# CLASS C CONSTR'TYPE OCC. GROUP FIRE SPRINKLERS YES D NOD (Sec, 7031.5 Business and Professions 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 70_00 of DivIsIon 3 of the B_usiness and Professions Code) or [hat 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 cIvII 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: 0 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. 0 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 Expiration Date _________ _ ii is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of nd s II s ~eel an employer to criminal penalties and civil fines up to one hundred th sand dollars (&100,000), in eresl and attorney's fees. I hereby affirm that I am exempt from Contractor's License Law for /he following reason: □ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale, If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) □ I am exempt under 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 I 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 following persons to provide the work indicated (include name/ address/ phone/ type of work): JiS PROPERTY OWNER SIGNATURE □AGENT DATE ,l:OMPLETE THIS SECTION FOR NON•RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the facility to be constructed within 1,000 feel 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 AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the aboYe lnfo011ation Is conectand that the infonnation on the plans is accurate. I agree to comply with all Clfyordlnancesand State laws relating to building construction. I hereby authooze representative of the City of Carlsbad to enter upon the above menboned 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 focexcavalions (Nef 5'0' deep and demdition or construction of strucbJres over 3 stories in heght EXPIRATION: Every permit issued by the Building Official under the p this Code shall expire by limitation and become null and void IT the building or wor1<. authorized by such permit is not commenced within 180 days from the date of such permit or IT the bu' ing or work autho · permit· s ded or abandoned at any bme after the worn is commenced for a period of 180 d (Section 106.4.4 Uniform Building Code). ,6$ APPLICANT'S SIGNATURE DATE ' i( ' "'"' ;,/0: ' ". PERMIT INSPECTION HISTORY REPORT (CBR2018-1278) ,. ' Permit Type: BLDG-Residential Application Dato: 05/30/2018 Owner: COO\/1/NER CONNOR DAVID AND SALLY Work Class: Pool Issue Date: 07/03/2018 Subdivision: CARLSBAD TCT#73-29 Status: Closed -Finaled Expiration Date: 05/29/2019 Address: 2506 La Golondrina St Carlsbad, CA 92009-4319 IVR Number: 11634 Scheduled Actual Inspection Type Inspection Status Re inspection Complete Date Start Date Inspection No. Primary Inspector 11(2912018 11/29(2018 BLDG-Flnal 077417-2018 Failed Tim Frazee Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Electrical Final GFCI at barbecue not working No Again 02(28/2019 02/28(2019 BLDG-Flnal 084925-2019 Passed Tim Frazee Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Electrical Final GFCI at barbecue not working Yes Again Corrections made 2/28/19 February 28, 2019 Page 2 of 2 PERMIT INSPECTION HISTORY REPORT (CBR2018-1278) Permit Typo· BLDG-Residential Application Date: 05/3012018 Owner: Work Class: Pool Issue Date: 0710312018 Subdivision: Status: Closed -Finaled Expiration Date: 05/2912019 Address: Scheduled Actual Date Start Date 07106(2018 07106/2018 07/05/2018 07/12/2018 07112/2018 08/16/2018 08/16/2018 10/18/2018 10/1812018 February 28, 2019 IVR Number: 11634 Inspection Type Inspection No. BLDG-23 063435-2018 GaslTest/Repalrs Checklist Item BLDG-Building Deficiency BLDG-55 067356-2018 Fence/Preplaster Chacklist ltom BLDG-Building Deficiency BLDG-11 063184-2018 Foundatlon/Ftg/Pler s (Rebar) Checklist Item BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency BLOG-12 Steel/Bond 063859-2018 Beam Checklist Item BLDG-Building Deficiency BLDG-51 Excav/Steel(Pools) 063938-2018 Checklist Item BLDG-Building Deficiency BLDG-52 Pool Plumbing 063937-2018 BLDG-55 Fence/Preplaster 067161-2018 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 073441-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Electrical Final Inspection Status Primary Inspector Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS No alarms Alarms installed 1 :00PM inspected 8/16/18 Passed Tfm Frazee COMMENTS No rebar in footings Corrections made 7/6/2018 COMMENTS Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Passed Tim Frazee Passed Tim Frazee COMMENTS No alarms Alarms installed 1:00PM inspected 8/16/18 Failed Tim Frazee COMMENTS GFCI at barbecue not working COOWNER CONNOR DAVID AND SALLY CARLSBAD TCT#73-29 2506 La Golondrina St Carlsbad, CA 92009-4319 Reinspection Complete Complete Passed Yes Complete Passed Yes Complete Passed Yes Passed Yes Complete Passed Yes Complete Passed Yes Complete Complete Passed Yes Reinspection Complete Passed No No No Page 1 of 2 r ; ('cicyof Carlsbad RESIDENTIAL PATIO B-2 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Patio covers are one story, roofed structures not more than 12 feet above grade and used for outdoor recreational purposes. A building permit is required for all attached residential patio covers. Detached residential patio covers that are 120 square feet of roof area or less, do not require a permit. All patio covers, of any size, need to comply with the Zoning Ordinance, including building setbacks, structure separation requirements and lot coverage. This hand out describes what plans are necessary to secure a patio cover permit. To assist you, there is a sample of a plot plan, span tables for joists, and beams, and a footing schedule for foundation requirements. There are also connection details to use for typical connections. You may use this handout in lieu of a separate design when the patio cover is attached to the house on one complete side. If you design the patio cover yourself, or your patio cover is either free-standing or outside the span table limits in this handout, please provide a foundation plan, framing details, and other details and elevations to show the extent of the proposed work. A lateral analysis may be required for free-standing patio covers. If you use the attached tables and plans, please submit the following: 1. Two Identical Site Plans showing: a) Property lines with dimensions. b) Proposed roof area of the patio cover. c) Distances from posts to property lines. d) All existing structures on the property. e) Indicate the dimensions of the patio cover and the total roofed area. f) Any easements on the property. g) Show slopes or topography of the lot. h) Indicate percentage of lot coverage. 2. A Building Permit Application with the following: a) Name of the property owner. b) Home Phone Number c) Site address, assessor's parcel number, lot number, subdivision name or number. d) Contractor's name, State License Number and City Business License Number; or an Owner-Builder Declaration Form (Available at the Building Division Counter). e) Copy of Worker's Compensation Certificate f) Signature of Applicant If you are applying for a building permit in the Coastal Zone, you may need a Coastal Development Permit or an exemption. Contact the Planning Division for details. A Coastal Zone map is part of this handout. If you are applying for a building permit in a subdivision with a homeowner's association, you should secure architectural review prior to proceeding with the project. The City does not enforce or specifically review provisions of homeowners' association CC&R's. HOA requirements may be different than City requirements. If your home is part of a Planned Unit Development or a condominium, please see text of this handout. B-2 Page 1 of 8 Rev. 05/12 TYPICAL R-1 PLOT PLAN i ·1 I ' ~IJahJ ---~--PROP08ED FREE ! STAN:HNG PATIO ·1 (80-FT) I -----i-f '•I.: s ~ f ~ ~i:i::uO r----------------------, I I I I '\ 20%otLOT MAX.OF 20' ( REARY,IJlO \'AIJTHTOA ~ 10% :! : =~ ~-:.=.:, : ~ ~-~ i 10'1,0F LOTOOTH Ll'TOA MAX.Of1U i I I I I I if--..,-,h---..--'' EXISTNO RESIJENCf LOT \'AIJTH ~LRED 20' FROM 20' BACK OF FRONT PROPERTY LN: _:r -<11-1----· -~~1::,. __ ...,..~ SlREET Setbacks shown are for R-1 parcels. Front Yard= 20' from the front property line. Interior side yard= 10% of lot width up to a maximum of 10'. (Min. 5'). Street side yard= 10'. Rear yard -20% of lot width up to a maximum of 20' (Min. 10'). Maximum lot coverage= 40%. Include solid roof patios, attached or detached in the calculation. Contact the Planning Division (760-602-4610) for information on corner lots, lots with unusual configurations, lots within Planned Communities, accessory structures and building heights. Solid Roof Patios-If roofing to be applied is TILE use the next, larger span/spacing on the following tables. Minimum Square Footing Sizes (inches)1·2 Post Rafter Soan (in feet) Spacing 8 8 2.11 12 1.4 18 18 20 4 12 12 12 12 12 12 12 12 8 12 12 12 12 12 12 12 14 L 12 12 12 12 12 14 14 14 J2.D J 12 12 12 14 14 14 16 16 ..,..,. 12 12 14 14 16 16 18 18 1.4 12 12 14 16 16 18 18 20 18 12 14 14 16 18 18 20 20 18 12 14 16 18 18 20 20 22 20 14 14 16 18 20 20 22 24 1. Assumes 1,000 psf soil bearing capacity 2. The minimum depth for all footings Js 12 inches into natural grade 8-2 Page2 of8 Rev. 5/12 ; Minimum Rafter Sizes Rafter Soacina -Center to Center (in inches) Rafter 12" (5/16" ply-:1.6" (1/2" ply-24" (1/2" ply-32" ( 5/8" ply- Span wood sheathinn\ wood sheathinn\ wood sheathina\ wood sheathinn\ • 2x4 2x4 2x4 2x4 7 2x4 2x4 2x4 2x4 8 2x4 2x4 2x6 2x6 9/-1 2x4 2x6 2x6 2x6 ~j 2x6 2x6 2x6 2x6 1.2. 2x6 2x6 2x6 2x8 12 2x6 2x6 2x6 2x8 :L3 2x6 2x6 2x8 2x8 2.4 2x6 2x6 2x8 2x8 :LIi 2x6 2x8 2x8 2 X 10 :L8 2x8 2x8 2x8 2x 10 :1.7 2x8 2x8 2 X 10 ,, ,.. :1.8 2x8 2x8 2 X 10 , ( 2x 10/ 1.9 2x8 2 X 10 2 X 10 .! X 12 20 2x8 2 X 10 2 X 10 2x 12 Minimum Beam Sizes Post Rafter S11an (in feet) Spacing 4 • • :LO 12 2.4 :1.6 :1.8 20 4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 • 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x6 8 4x4 4x4 4x6 4x6 4 x6 4x6 4x6 4x6 4x6 :LO 4x4 4x6 4x6 4x6 4x6 4x6 4x8 4x8 4x8 12 4x6 4x6 4x8 4x8 4x8 4x8 4x8 4x8 4 X 10 6x8 6x8 6x8 6x8 2.4 4x6 4x8 4x8 4x8 4x8 4 X 10 4 X 10 4 X 10 4 X 10 6x8 6x8 6 X 10 6 X 10 6 X 10 :1.6 4x8 4x8 4x8 4x 10 4 X 10 4x 10 4x 12 4 X 12 4x 14 6x8 6x8 6x8 6x 10 6 X 10 6 X 10 6 X 10 :1.8 4x8 4x8 4 X 10 4 X 10 4 X 10 4 X 12 "T,.. "'-'~ 4 X 14 4 X 14 6x8 6x8 6x8 6 X 10 6 X 10 6 X 10 ,-6 X 12 6 X 12 20 4x8 4x 10 4 X 10 4 X 12 4 X 12 4 X 14 4 X 14 6x8 6x8 6 X 10 6 X 10 6 X 10 6x 12 6 X 12 6x 12 6 X 14 B-2 Page 3 of 8 Rev. 05/12 Figure 2 / Typical Patio See figure 3 for post to giriler detail 12" Min. Figure 3 / Post-to-Girder Connection Case 1 / Connection, Interior Condition r 0 Approved post cap 7 gauge stael 'L' straps, 112" wide each side with (4) 518" diameter bolts, 8" along beam, 12" Blong post, 18" Min. Provide 4X4 knae breca for top.to-bottom braoe on the interior side of all post-to-beam connecllons when post height exceeds 4'-0". Two 112• diameter la_g bolts top & bottom (typical) see figure 5 for footing details Case 2 / Interior Condition Approved post cap or 7 gauge stae 'L' straps, 1/2" wide each side with (4) 518" diameter bolts, 8" along beam, 12• along post. 18" Min. I 8-2 Page4 of8 ' Rev. 05112 Figure 4/ Section View of Patio A I Attached Patio Drip flash/gravel stop--~ Rolled/torch • down , or built-up roof 6' a• Min. 3 1 /2 • Concrete slab Setback 12' O" Max. 4X4Post minimum i! 1 See figure 5 for footing detail Setback II?. B I Detached Patio Drip flesh/gravel stop---~ Rolled/torch • down , or built-up roof \l+---+r 1 B-2 Boundary nail 1/2" exterior grade CDX. 2 X Roof framing SI (1/4" / 12") Beam 2X Blocking @4' O" O.C. See Figure 3 4X4Post minimum 3 1/2 • Concrete slab Note: This example illustrate the most common case. Page 5 of 8 6' 8" Min. 12' o· Max. See figure 5 for footing detail Rev. 05/12 Figure 5 / Typical Footing Details Case 1 / Pier Footing Case 2 / Continuous Footing B-2 Post Column base O 1' o _!rs.Min. Natural grade 1 12' .... j Post elevated 1' Min. above concrete or provide treated wood. Post base 31/2' Min. o i--3• Min. L----L--.....t:i□o:i::::::I::;:::; r-r 1' .• 4 ·. . . ,' • > .. .. . " . . . . '! " . Natural grade . ...4 ·• l Case 3 / Slab Footing i.----Post elevated 1' Min. above concrete or provide treated wood. (Dead load + Live load not exceed 750 pounds per post) --Postbase 31/2' Min. o i--3' Min. L_i_-1:1::101::i...:='= r-r 1' ~-. . ,. . ' ,4 Page 6 of 8 Natural grade 6'Min. 12' Min. Rev. 05/12 ' PATIO COVER CONSTRUCTION SPECIFICATIONS 1. Concrete All concrete for footings must be a minimum of 2,000 psi. 2. Lumber Lumber must be Douglas Fir-larch No.2 or Better. Lumber must be grade marked. All posts must be a minimum of 4x4 and may be required to be protected from decay and termites if within 8" of finish grade. 3. Connections Post anchorage shall be accomplished with a standard manufactured post base installed per the manufacturer's instructions. Footings are required when the post supports a load exceeding 750 pounds. For lesser loads, a 3 ½" slab on grade section may be substituted for required footings. When the house is used to support one end of the patio cover, the main beam may be replaced on the side attached to the house by a ledger. The ledger shall be the same size as the rafters and fastened to the structural frame of the house by ½" x 5" lag screws spaced at 32" on center for rafters up to a 10' span. Lag screws must be spaced at 16" on center for rafters between 10'1" and 20'. Rafters may not be solely supported by the existing rafter tails or facia of the house. 4. Patio Enclosures B-2 Patios may be enclosed as long as the following criteria is followed: a) Enclosure walls shall be permitted to be of any configuration, provided the open or glazed area of the longer wall and one additional wall is equal to at least 65 percent of the area below a minimum of 6 feet 8 inches (2032mm) of each wall, measured from the floor. Openings shall be permitted to be enclosed with (1) insect screening, (2) approved translucent or transparent plastic not more than 0.125 inch (3.2 mm) in thickness, (3) glass conforming to the provisions of Section R308, or (4) any combination of the foregoing. b) Patio covers shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. c) Exterior openings required for light and ventilation shall be permitted to open into a patio structure conforming to Section AH 101, provided that the patio structure shall be unenclosed if such openings are serving as emergency egress or rescue openings from sleeping rooms. Where such exterior openings serve as an exit from the dwelling unit, the patio structure, unless unenclosed, shall be provided with exits conforming to the provisions of Section R310 of this code. Page 7 of 8 Rev. 05/12 5. Tables The above span and footing tables make the following assumptions: a) Roof live load is 10 psf b) Roof dead load is 7 psf c) All lumber is Douglas fir-larch No.2 or better; d) Repetitive member use e) All posts are 4x4 minimum f) Soil bearing pressure is 1000 psf minimum 6. Electrical All electrical work in a patio cover or enclosure shall be weather tight as for exterior installations. 7. Inspections a) Normally two inspections of a patio cover are required: b) When footings have been excavated but before concrete has been placed, (note: photographs of footings are not an acceptable substitute for an inspection of required footings). c) When all structural framing is completed. If solid roof sheathing is installed over the framing, a roof nailing inspection is required prior to placing the roof covering. d) Note: The project is not legally complete until the inspector of record signs the space on the job record card as final. e) The job record card and approved plans must be available for all inspections. The job record card and approved plans should then be retained by the owner as a record of the approved construction. 8. Patio covers in PUD's and Condominium projects B-2 Please call the Planning Division (760-602-4610) for site specific information. Page 8 of 8 Rev. 05/12 '