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HomeMy WebLinkAbout1160 CAPE AIRE LN; ; CB100349; Permit04-29-2010 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB100349 Building Inspection Request Line (760) 602-2725 1160 CAPE AIRE LN CBAD RESDNTL Sub Type: 2061402600 Lot#: $2,700.00 Construction Type: Reference #: 0 Structure Type: 0 Bathrooms: BROWN RES-REVISED SCOPE= 300SF PORCH @ FRONT (CITY SPECS) RAD 0 VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check # ISSUED 03/01/2010 RMA 04/29/2010 04/29/2010 Applicant: NORTH COUNTY DECK AND PATIO SUITL 1338 NORTH MELROSE 92083 760941-5326 Owner: BROWN KEITH&JENNA 1160 CAPE AIRE LN CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $54.11 $0.00 $35.17 $0.00 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $130.00 $0.00 $0.00 $0.00 $0.00 $1.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEE^UILDING PLAN® 28 IN Total Fees:$268.28 Total Payments To Date:$268.28 4ATTACHED:e Due:$0.00 FINAL APPROVAL Inspector: NOTICE: Please take NOTICE thaapproval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." 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 limitations has previously otherwise expired. Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carisbadca.gov Plan Check No. Est. Value Plan Ck. Deposit Date 111 I fO JOB ADDRESS77 (aO CaiF^, / DESCRIPTION OF WORK: Include Square Feet of Affected CONTACT NAME (If Different Fom Applicant) EMAIL PRO OWNER NAME CONTRACTOR BUS. NAMEA fa ft A- C,ot ADDRESS ADDRESS STATE ZIP/crw--STATE.ZIP PHO.NE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. #STATE LIC.#CLASS CITY BUS. LIC.* (Sec. 7031.5 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 theapplicant 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 Division 3 of theBusiness and Professions Code) or that he 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 acivil penalty of not more than five hundred dollars {$500}). WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby 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 as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensatjoji^as required by Septa 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 f) g-'/O-T 1— /Ua_ Co t Policy No. 7 f, Q OOP J *4<) <•1 £)*? I Expiration Date /Q - / - IQ Thjs section need not be completed if the permit is for one hundred dollars ($100) or less. II Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as providedjtjr in Section 3706 ofjjie Labor code, interest and attorney's fees. JE! CONTRACTOR SIGNATURE .OAGENT DATE "3'~ ) Q O W N E R-B U I L D E R DECLARATION / hereby affirm that I am exempt from Contractor's License Law for the following reason: [ [ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for safe (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 contractors) licensed pursuant to the Contractor's License Law). [j I am exempt under Section _ Business and Professions Code for this reason: 1 . 1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I lYes 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. 1 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. 1 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): >€f PROPERTY OWNER SIGNATURE QAGENT DATE M P L E T E 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? P~lYes I iNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or airjuality management district? I JYes I I No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? [JYes FlNo EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certify that! have lead the application and state that (tie above information Is correct an 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 OSHA: An OSHA permit is required for excavations over 5'ff 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 die building or work authorized by such permit is not commenced within .^APPLICANT'S SIGNATURE DATE ^ <^w^ Building Permit A| V^.^^y 1635 Faraday Ave., Carlsba ^y CITY Of 760-602-2717/2718 X~>Ar\| CD A l~^ Fax:760-602-85 f /~\f\| i|jX\U www.carlsbadca.i JOB ADDRESS CT/PROJECT # LOT # PHAE E# tOFUNITS # BEDROOMS rmlirf,Hnn Pla" Check N°'ppucation d, CA 92008 Est. Value 58 Plan Ck. Deposit m Date SUITE#/SPACE#/UNIT# APN # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK:. Include Square Feet of Affected Area(s) -/.jK^ S/y j| / (Li9\l )O0 *?<?(; ^>/L'K^ dl-OiX^c__ ~ / EXISTING USE PROPOSED CONTACT NAME (If Different Fom Applicant) / / USE GARAGE (SF) ADDRESS CITY STATE PHONE FAX EMAIL ZIP PROPERTY OWNER NAME ADDRESS CITY STATE PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS ZIP STATE LIC. # PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES Q # NO D YES D NO D YES D NO D APPLICANT NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS. NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL STATE LIC.# CLASS CITY BUS. LIC.# (Sec. 7031.5 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 is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he 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 acivil penalty of not more than five hundred dollars ($500)). WORKERS Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: O 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. LTJ 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 ($100) or less. O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. JS$ CONTRACTOR SIGNATURE OAGENT DATE !"O W N E R - B U IJL0-S R I hereby affirm that I am exempt from Contractor's License Law for the following reason: n I, as owner of the properly 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). O 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 contractors) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. G Yes D No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 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): 5.1 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): ^PROPERTY OWNER SIGNATURE QAGENT DATE City of Carlsbad Bldg Inspection Request For: 06/11/2010 Permit* CB100349 Title: BROWN RES-REVISED SCOPE= Description: 300SF PORCH @ FRONT (CITY SPECS) Inspector Assignment: PY 1160 CAPEAIRELN Lot: Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT NORTH COUNTY DECK AND PATIO Owner: BROWN KEITH&JENNA Remarks: Phone: 7608157948 Inspector: Total Time: CD Description 19 Final Structural Act Comments Requested By: NA Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 05/26/2010 14 Frame/Steel/Bolting/Welding AP PY 05/26/2010 15 Roof/Reroof AP PY 05/26/2010 19 Final Structural WC PY 05/10/2010 11 Ftg/Foundation/Piers AP PY City of Carlsbad BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-7541 / Fax: 760-602-8558 Plan Chech Comments / 2OO7 Codes To:From: Steve Borossay Fax:£, c* O -Pages:\ Phone:Date: Re:Coo Address: Ufeo CONTACT HOURS FOR STEVE BOROSSAY: TUESDAY THROUGH FRIDAY: 1PM - 5PM Please make corrections referred to below and run TWO new prints. If red marks are on ins as a part of this Plan Check response please return red marked set with the new prints. _ his is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City partment review. For information on the status of approval from other departments please contact staff ©760-602-2717 / 2718 / 2719. Io W 1. All plans shall contain foundation and framing plans with the same orientation as the floor plan. 2, Provide legend/definitions for all symbols, shaded areas, etc., used on plans. 3 Name, label, and specify the use of all rooms. 4. Clearly distinguish between new and existing construction. S~, General, vague notes such as 'build per code" are not acceptable. Provide notes specific to the project. Provide a sheet index coordinated with plans. \ Provide a note titled "Scope of Work" describing the work to be performed and identifying the buildings and structures included under this permit. Q Submit two sets of fully dimensioned plot plans drawn to scale, showing the location, size, and use of all structures on the lot. Properly identify property lines and lot dimensions. Provide dimensions between structures and from structures to property lines. Show all easements. \.jThe plan check will continue when complete sets of plans are submitted. Use this list as a guide to help you prepare a complete set of plans. rt o>The plans must be prepared using accepted drafting procedures and practice. We recommend you retain the services of an ^—-^experienced design professional to help you prepare your plans and respond to the circled corrections on this list. ) I. Provide two sets of engineering calculations prepared, stamped and signed by a California-licensed civil engineer or architect for Q gravity loads, Q wind/seismic loads, Q retaining walls, Q other 12. The structural plans must bear the stamp and wet signature of a California-licensed civil engineer or architect. . \ 2. DESIGN REQUIREMENTS 1-X^pecify all window sizes and operation types (e.g., slider, casement, single-hung, etc.). Items D,3, P.3, 0.10, and Sootion Q- will be evaluated at next re-check. 2. ^Provide window area of at least 8% of the floor area in each room or show on utility plan permanently wired lighting supplying average illumination of 10 foot-candles over area of the room at 30" height. (CBC '1 205.2 and 1205.3)— openable door/window area to the outdoors of at least 4% of the floor area in each room or provide designed mechanical ventilation system supplying continuous outdoor air and exhaust per the California Mechanical Code and show on utility plan. (CBC 1 203.4. 1 and CMC Chapter 4) 4. Provide adequate opening in common wall between _ and __ to meet natural lighting requirements of item D.2. The opening must be at least 50% of the common wall area and at least 10% of the floor area of the interior room or 25 sq. ft., whichever is greater. (CBC 1 205.2. 1 ) 5. Provide adequate opening in common wall between _ and __ to meet natural ventilation requirements of item D.3. The opening must be at least 8% of the floor area of the interior room or 25 sq. ft., whichever is greater. (CBC 1203.4.1.1) 6. Habitable rooms (except kitchens) shall not be less than 7'-0" in any dimension or 70 sq. ft. in area. Kitchens shall be at least 50 sq. ft. in area with 3'-0" clearance between counters and appliances/walls. (CBC 1208.1 and 1208.3) minimum ceiling height for habitable rooms (except kitchens) and hallways. (CBC 1208.2) 8. Show 7'-0" minimum ceiling height for kitchens, storage rooms, laundry rooms, and bathrooms. (CBC 1208.2) 9. Show permanently wired, interconnected smoke detectors for new construction at the following locations (CBC 907.2.10.1.2): a) in each sleeping room; b) on the ceiling or wall outside each separate sleeping area; c) at each story within the dwelling unit. 10. Sleeping rooms and basements must have an exterior egress door or window (CBC 1026.2, 1026.3 and 1026.5) with: .a) 5.7 sq. ft. minimum net clear openable area (5.0 sq. ft. for grade-level openings); b) 24" minimum net clear openable height; c) 20" minimum net dear openable width; d) bottom of the dear opening not greater than 44" above the floor; e) direct opening to public way or yard/court opening to public way; f) window wells of 9 sq. ft. horizontal area and 36" minimum dimensions and equipped with ladders/steps for escape. 11. Room labeled is considered a habitable space/sleeping room. Items D.2, D.3, D.6, D.7, D.9, and D.10 may apply. 12. Hallways shall be a minimum width of 36". (CBC 1017.2) 13. Show stairways and landings (CBC 1009.1,1009.2,1009.3, 1009.4,1012.2, 1205.4) with: a) minimum width of 36"; b) minimum headroom of 6-8"; c) rise between 4" and 7.75"; d) minimum run of 10" (for winding stairs: 6" minimum at narrowest point and 10" minimum at 12" from inside radius); e) tread nosings between 0.75" and 1.25" on stairways with solid risers (when treads less than 11"); 0 minimum landing depth of 36"; g) handrail height 34" to 38" above tread nosings; h) permanently wired lighting of not less than 1 foot-candle at tread runs; i) complete structural detailing. (14jProvide 42"-high protective guardrail for porches, balconies, decks, and open sides of landings. Maximum dear opening between v—"any members ofthe guardrail shall be less than 4" (CBC 1013.2 and 1013.3) 15. Exterior doors may not swing outward for drops exceeding 1/2" (CBC 1008.1.6). Dimensiort all drops at exterior doors. /•?=•>. neASafety glazing (fully tempered glass) is required (CBC 2406.3) for windows: ^—^a) adjacent to bathtubs, showers, hot tubs, whirlpools, and saunas, and within 60" of the floor b) within a 24" arc of either vertical edge of doors in the dosed position and within 60" of the floor; c) within 18" vertically and 36" horizontally of a walking surface, where the individual pane is greater than 9 sq. ft. and the top edge is greater than 36" above the floor d) adjacent to stairways, ramps, and landings, or within 5'-0" horizontally of the bottom of stairways, where the bottom edge is within 60" of the walking surface. 17. Provide 1-hour-rated fire separation and sound transmission/impact insulation (STC/IIC) rating of 50 between dwelling units; doors between units must be self-dosing and %-hour-rated (20-minute-rated in sprinklered buildings). Detail floor/ceiling and wall assemblies; specify Gypsum Association assembly file numbers) or cite alternate reference. (CBC 708.3 and 1207.6) ROOF ASSEMBLY REQUIREMENTS 1 . Specify roof material and undertayment. 2. Specify ICC, UL, or equivalent listing report number and manufacturer for roofing material (tile, metal, built-up, etc.). 3. Note on the plans: "Roofing shall have a class 'A1 fire rating." 4. Specify roof pitch. 5. Roof pitch is not adequate for roof type specified (CBC Chapter 1 5). Provide minimum pitch of - . 6. Specify 1 14": 1 2" minimum roof pitch for drainage or design to support accumulated water. (CBC 1 507. 1 0. 1 ) 7. Detail roof drains/overflows and show their locations. Separate drain and overflow outlets required. (CPC1101.11) 8. Specify approved waterproof decking material for balconies/decks over interior spaces (CBC 1402.3). Specify ICC, UL, or equivalent listing report number. 9. Provide calculation showing attic ventilation area of at least 1/1 50th of attic area. Indicate vent sizes and locations on roof plan. Vents must be located to provide adequate cross ventilation. (CBC 1203.2) 10. Specify ICC, UL, or equivalent listing report number for skylights. Show skylight sizes and locations on floor plan and roof plan. FRAMING REQUIREMENTS 1. Provide a complete roof/floor framing plan. . ^ • /•) Ax^\ ^ {2-edM rfw b K (a-f 2. ) Show on plans all recommendations made in engineering calculations, ^r T N \\^^S f - "— -- 1 V Provide complete structural detailing for the project. Cross-reference all framing details with the appropriate plans. lete all non-applicable details from plans. l\Special inspection is required for /?>«=> >C <-j . * — -^ Specify certified special inspecto/and phorrer'number on the form. f 7. JProvide a large, clear note on the plot plan: "Special inspection is required. Please see special inspection form on sheet _ .* /"">C~-N( 8. Specify plywood grade, thickness, panel span rating, and nailing for roof/floor sheathing. (CBC Table 2304.7(3)) 9. Specify size, orientation, and spacing of all members - rafters, ceiling joists, beams, floor joists, headers, posts, columns - on framing plans. 10. Provide two complete sets of truss drawings (CBC 2303.4). Coordinate with roof framing plan. 1 1 . Identify trusses on roof framing plan by file/ID/sequence number or make truss layout a permanent part of plans. 12. Design trusses for bearing at perpendicular interior shear walls. 13. Specify 1/2" clearance between trusses and non-bearing walls. 14. Show support for ridge/hip/valley intersections. 15. Provide metal straps across ridge beam and rafters. 16. Provide rafter ties where ceiling joists are perpendicular to rafters. (CBC 2308.10.4.1) 17. Specify camber requirements and combination symbol for all glue-laminated wood members on plans. 18. Note on plans: "A certificate of conformance is required prior to framing inspection for glue-laminated wood members." 1 9. Specify the make and model number of all proposed truss/beam/joist hangers. 20. Specify size and type (double stud, post, etc.) of support for beams/headers - 4x12 and larger - and girder trusses. 21. Detail all beam-to-post, post-to-beam, and post-to-footing connections. 22. Specify stud size and spacing for all walls. 23. Balloon frame walls of rooms with sloping ceilings (rake walls). Specify on plans which walls are balloon framed. 24. Fasteners for preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel stainless eta^l eili»r>« Kr^r.™ nr ~N~»_. ir+Of+ tin A n t\ a ' LATERAL REQUIREMENTS 1. Jbhow location, type, and length of all shear walls on structural plans and coordinate with shear-wad schedule. Specify nail size and spacing for all shear walls and roof/floor diaphragms. Specify required blocking. 3. } Provide shear-transfer connection details for shear walls (interior and exterior) at roof, floors, and foundation. Cross-reference all shear-transfer details with the appropriate plans. 4. Make manufacturer's structural detail sheets) for engineered shear panels (e.g., Strong-Wall, Hardy Frame, TJ, Shear Max, etc.} a permanent part of the plans. (5 )BuiWing does not meet conventional bracing requirements of CBC 2308. Provide engineered design for lateral-force resistance. 6. Spacing between interior and exterior braced wan lines shall not exceed 25T/ on each story (CBC 2308.12.3). Shear walls shall start at not more than B'-O* from each end of a braced wall line. (CBC 2308.12.4) 8. Cumulative length of shear walls on each required braced waN line shall comply with CBC 2308.9.3 and 2308.12.4. Maintain maximum shear waN dimension ratios per CBC Table 2305.3.4. 10. All shear panels must extend to the root/floor diaphragm above. 11. Provide drag straps on each side of bay windows and flush beams where plate lines are interrupted. 12. Where shear wall forces exceed 350 pounds per foot, an fbundatton sill plates and frarningrr«mbersnM»rv)ng edge nailing shall be minimum 3x member (CBC 2305.3.11 and Table 2308.4.1). (l3jSpecify location/type of aH hold-downs on foundation plan (grade-level hold-downs) and framing plan (upper-level hold-downs). 14. Justify the short-period response acceleration, SB. and 1-second period response acceleration, St, used in the engineering calculations. (CBC 1613) 15. Justify the response modification coefficient R, used in the engineering calculations (CBC 1613). 16. Justify the value of the redundancy factor, p, used in the engineering calculations (CBC 1613). GARAGE REQUIREMENTS 1. Provide 112" gypsum board from floor to roof sheathing on garage side of walls separating garage and dwelling unit or provide 112" gypsum board at all garage walls and 5/8' Type X gypsum board at garage ceiling. (CBC 408.1.4) 2. Provide 5/6' Type X gypsum board at garage ceilings with habitable rooms above and 1/2* gypsum board at walls supporting this floor/ceiling fire separation. (CBC 406.1.4 and 711.4) 3. Fire-protected columns and posts subject to vehicular impact require comer guards or metal jacketing for full protection not less than 5'0" from the finished floor. (CBC 714.4) 4. Door between garage and dwelling shall be self-closing, self-latching, and either 1 3/8"-thick solid wood, 1 3/8"-thick solid or honeycomb-core steel, or 20-minute fire-protection rated. (CBC 406.1.4) 5. Doors may not swing from house into garage for drops exceeding 1/2" (CBC 1008.16). Dimension step from house to garage. 6. Under no circumstances are garages allowed to open into a room used for sleeping purposes. (CBC 406.1.4) 7. Garage slabs/floors require 1/8":12* minimum slope directed to drains or main vehicle entry doorway. (CBC 406.1.3) FOUNDATION REQUIREMENTS ^Tj Provide a complete and fully dimensioned foundation plan. (^ a. A dU \-i 2. Show on plans all recommendations from soils and/or compaction reports. 3. Provide calculation showing underfloor ventilation openings of at least 1/150" of crawl-space area. Indicate vent sizes and locations on foundation plan. Vents must be located so as to provide adequate cross ventilation. (CBC 1203.3) 4. Show minimum 18' x 24* access to all crawl-space areas on foundation plan. (CBC 1209.1) 5. Provide underfloor clearance of 18' for floor joists and 12" for floor girders off grade. (CBC 2304.11.2.1) Show 8* clearance off adjacent grade for wood framing/sheathing resting on exterior foundation walls/footings. (CBC 2304.11.2.2) (1. ^Foundation plates or sills snaN be bolted to the foundation with (CBC 2308.6 and 2308.12.8): v—/ a) minimum tt'-diametar steel bolts; b) minimum K'-diameter steel bolts in buildings located in Seismic Design Category E; c) at least 7" embedment into concrete or masonry and not more than ff-O" spacing; d) minimum two bolts per piece with one bolt located not more than 12" or less than 4' from each end of each piece; e) steel plate washers a minimum of 3' x 3" x 0.229" used on each bolt; the hole in the plate washer is permitted to be diagonally slotted with a width of up to '/„' larger than the bolt diameter and a slot length not to exceed 1 %', provided a standard cut washer is placed between the plate washer and nut / 8. provide footing details specifying all dimensions and reinforcement Cross-reference all details with foundation plan. 9. Provide adequate footings under all bearing walls and shear walls. 10. Provide spread footings under ; . Specify slab thickness, reinforcement and moisture barrier. 12. If site inspection reveals presence of expansive soils, provide soils report with foundation design recommendations. 13. Horizontal distance from bottom leading edge of footing to daylight shall be 7'-0" minimum or aa recommended by soils report. 14. Specify maximum height of stem walls. Unreinforced stem wall height to width ratio is 6:1 maximum if the top is restrained by the floor system, 3:1 maximum if the top is unrestrained. (" > - •. u-.>.«•. 15. Provide a step footing detail for stepped foundations. 16. Specify retaining wall material, dimensions, maximum retained height, and overall height on details per engineering calculations. 17. Specify size/spacing and dimension location of vertical and horizontal wall reinforcement on retaining wall details. 18. Show how foundation retaining walls adjacent to usable space are to be waterproofed. Q. ENERGY EFFICIENCY REQUIREMENTS /T~)provide complete energy efficiency compliance documentation. Project shall comply with the 2008 Building Energy Efficiency 1 — Standards for low-rise residential buildings. /MF-1R form shall be made a permanent part of the plans. /3*) Q CF-1 R, Q CF-1 R ADD, pfcF-1 R ALT form shall be completed and made a permanent part of the plans. Compliance statement —^ shall be signed""^-"" — ' 4. Designer's license number shall be on CF-1 R form. If designer Is unlicensed, owner shall sign compliance statement for designer. 5. This project shall comply with energy requirements for the correct climate zone. 6. Building orientation in compliance documents must be consistent with plot plan arid floor plan. 7. Show wall, ceiling, raised-floor, and slab-perimeter insulation and specify the R-value on the building sections per the CF-1 R form. 8. In order to accommodate the required insulation thickness, a minimum rafter/stud depth of _ will be required. Provide complete fenestratton/glazing information on CF-1R form: v — s a) Q Total, Q west-facing tenestration within prescriptive maximum allowed area(s); b) Fertestration area and orientation matching plans; c) _ 1 maximum U-factor and/or _ maximum SHGC. 1 0. Provide complete cool roof information on CF-1 R form: a) Cool Roof Rating Council (CRRC) Product ID Number; b) Roofing product type; c) Roofing product weight (< 5 Ib/ft2 or 2 5 Ib/ft2); d) Aged solar reflectance and thermal emittance or solar reflectance index (SRI) and SRI Worksheet; e) SRI Worksheet shall be made a permanent part of the plans. 11. Specify complete information for Q heating unit(s), Q cooling unit(s), Q water heaters) on CF-1R form (efficiency, type, capacity/size, etc.). 12. Show any special features on the plans (e.g., shading screens, thermal mass, eta). rovide aMarge, clear note on the roof framing plan: "Radiant barrier is required.* 14. Note on the plans: *At least half the installed wattage of luminaires (except lighting internal to cabinets) in kitchens shall be high efficacy; low efficacy fixtures must be switched separately. Lighting internal to cabinets shall use no more than 20W of power per linear foot of illuminated cabinet* 1 5. All luminaires in bathrooms, garages, laundry rooms, utility rooms, and other rooms or areas that are not a kitchen shall either be high efficacy or controlled by a vacancy sensor (or dimmer switch for other rooms only). Specify one of these measures for each new or remodeled room. 18. jSpedfy high-efficacy luminaires or manually switched, low efficacy luminaires controlled by motion sensor and photocontrol, astronomical time dock, or energy management control system (EMCS) for each outdoor lighting fixture. 1 7. Note on the plans: *A mechanical exhaust system, supply system, or combination thereof shall be installed for each dwelling unit to provide whole-building ventilation with outdoor air complying with ASHRAE Standard 62.2-2007 as adopted by the California Energy Commission.' 1 8. Note on the plans: "An intermittently or continuously operating local mechanical exhaust system (with outdoor air) shall be installed in each kitchen and bathroom complying with ASHRAE Standard 62.2-2007 as adopted by the California Energy Commission. Intermittent local ventilation exhaust airflow rates shall be 50 cftn in bathrooms and 100 dm in kitchens. Continuous local ventilation exhaust airflow rates shall be 20 dm in bathrooms and 5 ach (air changes/hour) in kitchens based on kitchen volume.* 19. Doors between garages and occupiabto spaces (enclosed spaces induding habitable spaces, bathrooms, dosets, halls, storage and utility areas, etc) shall be gasketed or made substantially airtight with weather stripping. 20. Provide a large, clear note on the plot plan: 'Properly completed and signed Installation Certificates (CF-6R forms) shall be provided to the inspector in the field. Forms are available for download online at: http://www.sdcountv.ca.gov/dDlu/blda/energv- stdahtrnf -• 21. Provide a large, clear note on the otot Plan: 'HERS verification and/or diagnostic testing required. Properly completed and signed Field Verification and/or Diagnostic Testing Documentation (CF-4R forms) shall be provided to the inspector in the field. Forms are available for download online at http://www.sdcountv.ca. QOV/dDlu/bldQ/enerQv-stds.html.' 7ELECTRICAL, MECHANICAL, AND PLUMBING REQUIREMENTS 1. Note on plans whether or not property is connected to electrical grid. If not connected, provide complete plans' for system generating electrical power and add this system to the permit scope of work. /'IfyProvide an electrical legend to identify all symbols used. ^/e.CTT'l O^/. f>l Ct~<<\- 3. Storage rooms/areas are allowed only one light and one electrical outlet the floor plan or electrical plan, show the location of all electrical panels (meter panels and sub panels). Provide a 30' wide byv — 36" deep workspace in front of all panels. Panels are not allowed in bathrooms. 5. Indicate location of heating units and water heaters on floor plan. (CBC 1 204. 1 ) 6. Gas-fired water heaters and furnaces located In bedrooms or bathrooms must use outdoor combustion air and be installed in a dedicated closet with a listed gasketed, self-closing door (except direct-vent appliances). (CPC 505.0 and CMC 904.1) 7. Provide 30" x 30" attic access in hallway or other accessible location for mechanical equipment in the attic. A 22" x 30" access may be used if the largest piece of equipment can be removed through the opening. (CMC 904. 1 1 ) 8. Show a minimum 4" diameter dryer vent to exterior. Vent limited to 14'-0" length with two 90° bends. (CMC 504.3.2. 1 ) 9. Provide exhaust fans in bathrooms, powder rooms and water closet compartments, (CMC Table 4-4) 10. Note on the plot plan if the property is serviced by propane (LPG) or natural gas. 1 1 . Dimension the location and show the size of any propane tanks on the plot plan. Propane tanks up to 500-gallon capacity must have a minimum clearance of 10*-0* from any structure or property line. (CFC 3804) 12. LPG appliances not allowed In crawlspaces, pits, or basements; LPG piping not allowed in slabs within the structure. (CMC 304.7) 13. Provide ICC, UL, WH, or equivalent listing report number for prefab firepla<»/wo<xl-burning stove (UL and ANSI steno'artf numbers are not specific to a particular product and are insufficient). Provide installation manual for wood-burning stove. Chimney shrouds used on prefab fireplaces must be part of the approved fireplace assembly. 1 4. Masonry fireplaces must be constructed per teaVSrtletails (make completed form 9M0MM a permanent part of plans) or provide engineered design, including structural details and calculations. (CBC 21 11 and 21 13) SUPPLEMENTAL REMODEL REQUIREMENTS On floor plan, show adjacent rooms with window sizes indicated (including windows to be removed as a part of this construction) to verify compliance with light, ventilation, and egress requirements. 2. j Provide a positive connection between addition and existing building at foundation and at plate lines. Specify and detail the method for installing hold-downs in existing foundations. •Provide framing and/or foundation plans for the existing structure at_ ADDITIONAL REQUIREMENTS (MAY BE APPLICABLE) s»\ j4^ PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE --- / ADDRESS 11(00 C( RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE Docs/Mlsronns/Planning Engineering Approvals Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 1 Department of Consumer Affairs •GOV Contractors State Board Contractor's License Detail - License # 389408 fiEt DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. * CSLB complaint disclosure is restricted by law (B&P 71246). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. -» Per B&P 7071,17, only construction related civil judgments reported to the CSLB are disclosed. •> Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ••;*> Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: Entity: Issue Date: Reissue Date: Expire Date: License Status: Classifications: Bonding: Workers' Compensation: Miscellaneous Information: 389408 Extract Date: 03/01/2010 NORTH COUNTY DECK AND PATIO INC 448 W CITRACADO PKWY ESCONDIDO, CA 92025-6411 Business Phone Number: (760) 658-6249 Corporation 04/25/1980 06/23/2003 06/30/2011 This license is current and active. All information below should be reviewed. CLASS DESCRIPTION CONTRACTOR'S BOND This license filed Contractor's Bond number 139082 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2007 Cancellation Date: 03/13/2010 ContractQc'sBflnding. History. BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) GEORGE EDWARD HESSE certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 03/15/2006 This license has workers compensation insurance with the D ELQSJ N S U RA NC E C Q M PAN Y Policy Number: 7600003409091 Effective Date: 10/01/2009 Expire Date: 10/01/2010 DESCRIPTION 06/23/2003 LICENSE REISSUED TO ANOTHER ENTITY Personnel listed on this license (current or disassociated) are listed on other licenses. Personnel List Other Licenses Conditions of Use | Privacy Policy Copyright © 2010 State of California https://www2. cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 03/01/2010 :S V Cxi o o a a ,° *a3 S.^> -»ill!Q tr^ o ,3 § S III # 5 TO Tl Oiiss 9 5f <aa; iig§!3 3 i-1 vo r~ o -D CD Dm"D O) CD>n f-^531 i^na'^H^f t-1 * ' V cA "" C X 1 y- o•*> r\ v v •^ s:^ f" - PP r\ -«..,- * ft% ! &- I r RESIDENTIAL Development Services DATIO Building Division CITY OF "" ' *U 1635 Faraday Avenue C ADI CD AR B-2 7606022719V^/"\l\LOD/"\Lx 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 Planning Division's setback and structure separation requirements. 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 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 6 Rev. 03/09 TYPICAL R-1 PLOT PLAN SETBACKS FOR R-1 PARCELS FRONT YARD - 20' from front property line INTERIOR SIDE YARD -10% of lot width up to a maximum of 101 (Win. 5') STREET SIDE YARD-101 REAR YARD - 20% of tot width up to maximum of 20 feet 0*1.10') MAX. LOT COVERAGE - 40% Contact the Planning Department for information on corner lots or lots with unusual configurations and for information on Planned Communities, accessory structures, and building, heights. The telephone number for the Planning Department is 602-4601. LOT WIDTH MEASURED 201 FROM 20' BACK OF FRONT PROPERTY LINE PROPERTY LINE STREET Minimum Square Footing Sizes (inches)1,2 Port Spacing - 4',, , 6 g f i?t\ 10 §*«*, "•2> 18 * »„'„:+ /^ Rafter Span (in feet) &4 • -12 , - 12 * 12V 12s*'dir?' p2)'f'Fviirf "\ 12 ?./:f4n>t 8 > vl2 -,« 12 .M2& . 12 "" IT**' 12 '"" !4ey. 14 «*• '41^1* 10 "• 12 , 12 $ , »; f 2? 12i- f4»v 14 ?M«W 16 •y.-^gy .t 12 12, 12 12 , 14 - 14" "' 16 •" " 4"B'F«10.', 18 t- - -^ g^ v. 14 ' 12 12 i 12 14 ; 16 16 '. • '18^ < . 18 •v ,g0, , . IB 12 12 14 14 16 18 18 20 20 IB 12 12 14 16 18 18 20 20 22 20 12 14 14 16 18 20 20 22 24 1. Assumes 1,000 psf soil bearing capacity 2. The minimum depth for all footings is 12 inches into natural grade B-2 Page 2 of 6 Rev. 03/09 TYPICAL PATIO COVER DETAILS Figure 1 /Typical patio construction For ledger tounJtamdtext. 6* minimum Post spacing Continuoussolid blocking jbetween joists more then 6* indepth Figure 2/Connection, anchor and footing details Case 1/Connection, end condition 7XT minimum it required windowsbetween patio and dwelling unit See tooling details below Case 2/Connection, interior condition 7 gauge steel "L*strap. 2V,- widewith four •/,* 0 bolls.8" along beam, 12" along post 7 gauge steel Tstrap 2 '/,' wide - ' H with 6V,'16* along beam.12' along post Case 3/Anchor and footing detail, integrated slab PostelevaM1' minimum above concmeor provide traated Case 4/Anchor and footing detail, isolated pier B-2 Page 4 of 6 Rev. 03/09 Plgur* MndOMd paite switon Figure 4€ncteMd pnHo Mwtof •tovatkxi PATIO COVER CONSTRUCTION SPECIFICATIONS 1. Concrete 2. Lumber All concrete for footings must be a minimum of 2,000 psi. 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 6" 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 1/2" 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 W 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 10T and 20'. Rafters may not be solely supported by the existing rafter tails or facia of the house. 4. Patio Enclosures Patios may be enclosed as long as the following criteria is followed: a) Openings shall be permitted to be enclosed with insect screening, approved translucent or transparent plastic not more than 0.125 inch (3.4mm) in thickness, glass conforming to the provisions of Chapter 24 of the CBC or any combination of the above. b) The enclosure walls may have any configuration provided the open or glazed area of the longer wall and one additional wall is equal to at least 65% of the area below 6'8" of each wall as measured form the floor. c) A patio enclosure requires a permit. The permit may be issued as part of the original patio cover permit, or it may be obtained at a later time. Enclosures may be used for outdoor recreational purposes only . Patio enclosures may not be used as habitable space. B-2 Page 5 of 6 Rev. 03/09 Minimum Rafter Sizes Rafter Span ^*)? 8 ." " 9 10,. 11 12 13 14 15 16 17 IB 19 20 Rafter Spacing - Center to Center (in inches) 12" (5/1 6" ply- wood sheathing) 2x4 2x4 2x4? 2x4 2x6 ', 2x6 2x6 i: 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 IB" (1/2" ply- wood sheathing) : -'12x4' :':- 2x4 2x4, 2x6 < ', 2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 ' fZxQ- 2x10 '" 2x10 24" (1/2" ply- wood sheathing) ^2X4 >2Trr^ 2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x10 2x10 2x10 2x10 32" (5/8° ply- wood sheathing) 2x4 2x4 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x10 2x10 2x10 2x10 2x12 2x12 NO GAS LINE MAY BE INSTALLED UNDER ANY PATIO COVER OR DECK Minimum Beam Sizes Post Spacing 4 6 8 10 .' 12 ;. 'I ® :16>"- 18 " **'>..-* _ Rafter Span (in feet) 4 4x4 4x4 4x4 4x4 4x6 , -? t 4x6 / 4x8*' 3j -" 4x8 4x8 6x8- <y 4x4 4x4 4X4 4x6 4x6,; 4x8 ) 4X8 '; 4x8 6x8 4x105? 6x8 8 4x*4* , 4x4 4x6 - 4x6 ;4x8r:&• .-. -'' 4x8 f4x'8>4« 6x8i^ 4x10 6x8 !WP|A *6i1oi 10 4x4 4x4 4x6 4x6 4 x 8 4x8 •raw !6x*8 .» 4x10 6x8 "jSSidZjfk,^.,. 12 4x4v-;i 4x4 4x6«V; 4x6 4x8 4x8 6x8 4*10 6x8 4x10 6x10 J4xM*ve-k;io^ 14 4x4 4x4 4x6 4x6 4x8 6x8 4x10 6x8 4x10 6X10 4x12 6x10 ,'4x14 6x12 16 4x4 4x4 4x6 4x8 4x8 6x8 4x10 6x10 4x12 6x10 4x12 6x10 4x14 6x12 18 4x4 4x4 4x6 4x8 4x8 6x8 4x10 6x10 4x12 6x10 4x14 6x12 6x12 20 4x4 4x6 4x6 4x8 4x10 6x8 4x10 6x10 4x14 6x10 4x14 6x12 6x14 B-2 Page 3 of 6 Rev. 03/09 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; Fb = 825 psi Fv = 90 psi E =1,200,000 psi Repetitive member use All posts are 4x4 minimum 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 a) All patio covers must comply with the above requirements. b) Posts supporting the patio cover cannot be located closer than 3' to the property line unless they are protected by one-hour construction (e.g. stucco) c) The patio cover roof may only project one foot into the three foot setback area. It must also have one hour protection as noted above. d) For the property lines of a project, all applicable setback requirements for the underlying zone shall be complied with. If the underlying zone is P-C, the setback requirements of the PUD ordinance shall be complied with. Setbacks for PUD's and P-C Zones may be more restrictive than typical R-'l setbacks or minimum Building Code setbacks. Contact the Planning Division for information specific to your Planned Community or condominium project. B-2 Page 6 of 6 Rev. 03/09 CB100349 1160 CAPE AIRE LN BROWN RES-REVISED SCOPE= 300SF PORCH ffl CDP1MT /r*i-rv „„, / / to /)a 3- Ik- ID • 'PUjo-S U O Approved Date C//5 PLANNING ENGINEERING Forms/Fees HazHealthAPCD CFD: Y N LandUse:ImpArea: FY: Comments Building '6/to Planning Engineering Need? Application Complete? Fees Complete? N N Bj By