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1176 LARKSPUR LN; ; CB162640; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-15-2016 Residential Permit Permit No: CB162640 Building Inspection Request Line (760) 602-2725 Job Address: 1176 LARKSPUR LN CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 2054300700 Lot #: 0 Applied: 07/08/2016 Valuation: $23,218.00 Constuction Type: 5B Entered By: SLE Occupancy Group: Reference #: Plan Approved: 08/15/2016 # Dwelling Units: 0 Structure Type: Issued: 08/15/2016 Bedrooms: 0 Bathrooms: 0 Inspect Area: Orig PC #: Plan Check #: Project Title: BROWNSTEIN: RAISE ROOF OF GARAGE TO 13'// ADD 156 SF ROOF DECK OVER GARAGE WITH EXTERIOR STAIRS Applicant: Owner: CUSTOM BUILDERS BROWN CHRISTOPHER&JESSICAJ 1347 SUMMIT AVE 1176 LARKSPUR LN CARDIFF BY THE SEA 92007 CARLSBAD CA 92008 760-473-9987 Building Permit $238.77 Meter Size Add'l Building Permit Fee $0.00 Addi Red. Water Con. Fee $0.00 Plan Check $167.14 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $3.02 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $0.00 Renewal Fee $0.00 ELECTRICAL TOTAL $46.00 Addi Renewal Fee $0.00 MECHANICAL TOTAL $0.00 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing lnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 AddI Pot, Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 TOTAL PERMIT FEES $455.93 Total Fees: $455.93 Total Payments to Date: $455.93 Balance Due: $0.00 4n Li FINAL APPROVAL Inspector: Date: ( 1 7 17 Clearance: NOTICE Please take NOTICE that approval of your project includes the "Irrçxion" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pemit was issued to protest inxaftkn of these fees/exactions. If you protest therr you niat follow the pest procedures set forth in cennerd Code Section 66)20(a), and ifie the protest and any other reqti red infcnmticn with the City Frer for processing in aorcedance with Carlsbad M-niapaJ Cede Section 3.32030. Failure to tindy fdlcmthat pureWII bar any subsequent legal action to attack review, set aside, void, or annul their irrsition. You are hereby FURTHER NOTIFIED that your right to protest the specified fIexactions DOES NOT APPLY towater and sever connection fees and capacity changes, nor planning,zoning,gracing or other sunlar application processing or service fees in connection with the project. NCR DOES IT APRY to any THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING EJENGINEERING DBUILDING E1FIRE EJHEALTH DHAZMAT/APCD C~,7city of Cdflsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingcarlsbadca.gov www.carlsbadca.gov Plan Check No. CJ 1 4 2 u 4O Est. Value Plan Ck. Deposit Date 1— 9 - lswPPP I JOB ADDRESS 1/7 SUITE#/SPACE#/UNIT# I APN I 206 - 1/so - 67 00 CT/PROJECTe LOT# PHASEe I #OFUNITS BATHROOMS TENANTBUSINESS NAM E CONSTR.TiPE OCC.GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) CitiC, /-1i&/K w ofllril AW EXISTING USE I PROPOSED US GARAGE (SF) PATIOS (SF) IDECKS(SF) /5-&YESD#_ IFIREPLACE NOI AIR CONDITIONING YES flNO FIRE SPRINKLERS YESNO APPLICANT NAME Primary Contact tID PROPERTY OWNER , jtJM.JI~c,eJ. J ADDRESS 1& 'Tk ADDRESS l vj(a L iR&e CITY s ____ __________ STATE ZIP CIO, CITY STATE ZIP PHONE (i fl%191 FAX PHONE 'FAX EMAIL EMAIL C IOL . COK DESIGN PROFESSIONAL . CONTRACTOR BUS. NAME, ADDRESS ADDRESS 1't'&x 2g2(Ie1 CITY STATE ZIP CITY STATE ZIP r/Prc 92O PHONE FAX PHONE (7f)4j73.4c7 FAX Nil— EMAIL EMAIL STATE LIC. A STATE LIC # CLASS CITY BUS LICe . O.9P()J4 1 (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, aIsbeuir'es-fg applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the all exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: thereby affirm under penalty of perjury one of the following declarations: LI 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' compensation, as uired by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation i urancmer and policy number are: Insurance Co. c .. AtL.D Policy No. c2180 H Expiration Date .3 7 e a This section need not be completed if the permit is for on lIars ($100 r less. Certificate of Exemption: I certify that in th~~oj work fo hic is p itisissued, I shall not employ any person in any mannerso as to become subjectto the Workers' Compensation Laws ot California. WARNING: Failure to secure wo c ge i ala I, and shall subjectan employerto criminal penalties and civil fines uptoone hundred thousand dollars (&100,000), in addition to the cost of compensation, dam p on f e Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE D AGENT DATE rflDJm DOc / I hereby affirm that lam exempt from Contractor's License Law for the following reason: LI 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 sate). 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: I personally plan to provide the major labor and materials for construction of the proposed property improvement DYes [—]No I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone I contractors' license number): 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 I address I phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone I type of work): PROPERTY OWNER SIGNATURE []AGENT DATE 16t 50 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? C3 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 11,000 feet of the outer boundary of a school site? 0 Yes 0 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. lose 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 -- I cerfifythat I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comptywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and d olition or ns on of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official un the p sionsof s ha spire by limitation and become null and void tithe building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the buikli or uth ed b su pe s nded or abandoned at any time after the work is commenced bra period of 180 days (Section 106.4.4 Uniform Building Code). .APPLICANT'S SIGNATURE DATE 7/ / ) (._-___• ( LN'' - 4-- — ~ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPA NCY • N .zi i'j Fax (760) 602-8560, Email buildingäcarIsbadca.qov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OP11ONS PICKUP: o CONTACT (Listed above) n OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: o CONTACT (Listed above) a OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) a NO CHANGE IN USE / NO CONSTRUCTION MAIL / FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION ..APPLICANT'S SIGNATURE DATE Permit Type: BLDG-Residential Application Date: 07/08/2016 Owner: COOWNER CHRISTOPHER AND JESSICA BROWN Work Class: Addition Issue Date: 08/15/2016 Subdivision: Status: Closed - Finaled Expiration Date: 05/01/2017 Address: 1176 Larkspur Ln Carlsbad, CA 92008 IVR Number: 715680 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency See notice. Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes S Created By TEXT Created Date Michael Collins Minor pick up. 01/18/2017 January 27, 2017 Page 2 of 2 16 6- dQ=')5 YA P"FOR11110CIM"2 Permit Type: BLDG-Residential Application Date: 07/08/2016 Owner: COOWNER CHRISTOPHER AND JESSICA BROWN Work Class: Addition Issue Date: 08/15/2016 Subdivision: Status: Closed - Finaled Expiration Date: 05/01/2017 Address: 1176 Larkspur Ln Carlsbad, CA 92008 IVR Number: 715680 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 11(04/2016 BLDG-17 Interior 000280-2016 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-18 Exterior 000282-2016 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/03/2016 11/03/2016 BLDG-84 Rough 002423-2016 Passed Michael Collins Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 01/10/2017 01/10/2017 BLDG-Final 009092-2017 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See notice. No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01/18/2017 01/18/2017 BLDG-Final 009990-2017 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See notice. No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No TES Created By TEXT Created Date Michael Collins Minor pick up. 01/18/2017 01/27/2017 01/27/2017 BLDG-Final 011402-2017 Passed Peter Dreibelbis Complete Inspection January 27, 2017 Page 1 of 2 Inspection List Permit#: CB162640 Type: RESDNTL RAD BROWNSTEIN: RAISE ROOF OF GARAGE TO 13'// ADD 156 SF ROOF DEC Date Inspection Item Inspector Act Comments 11/01/2016 14 Frame/Steel/BoltinglWeldin MC AP PRE LIM ANCHORS, EAST WALL 10/20/2016 14 Frame/Steel/Bolting/Weldin MC PA INTERIOR GARAGE SHEAR WALL. 10/20/2016 18 Exterior Lath/Drywall MC WC 10/11/2016 13 Shear Panels/HD's MC AP EXTERIOR ONLY 09/27/2016 13 Shear Panels/HD's MC PA PRE-LIM AT NORTH WALL. 09/27/2016 15 Roof/Reroof MC AP SHEATHING ONLY. 09/26/2016 13 Shear Panels/HD's MC CO 09/26/2016 15 Roof/Reroof MC CO 09/26/2016 18 Exterior Lath/Drywall MC WC 09/16/2016 11 Ftg/Foundation/Piers MC AP STAIR AND LANDING 09/01/2016 11 Ftg/Foundation/Piers MC AP GARAGE SPREAD FOOTINGS ONLY. Monday, January 30, 2017 Page 1 of Carlsbad 16-2640 7/14/16 \, CITY OF CAR LSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue. 760-602-2719 www.carisbadca.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: l(o - G1O Project Address: II 7 L iV;r THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder Q. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print)Al_lFKf Si !jE,JtT (First) (MI.) (Last) Mailing iL Email M-S/,flE_EPES,#) 6/4lR11-11(&f Phone: 5-24&--/ 2' I am: uProperty Owner UProperty Owner's Agent of Record UArchitect of Record Engineer of Record State of California Registration Number_( LP 374 Expiration Date: 9_?o_2-o/7 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 ed the pr ed plans and, as required by the California Building Code. Signature:_ Date: _zoil CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor / builder I owner-builder. Contractor's Company Name: C PtT/"_MC15 E. Please check if you are Owner-Builder 0 Name: (Please print) C-t%QV (First) (Mi.) (Last) Mailing Address: To.2(d/_i&-tf 7 (4 ?Z023 Email: Cwi _,r14ftC.OM Phone: C-70 q-79 State of California Contractor's License Number: 9I 1312.. Expiration Date: 'Z/z8/ 2i.17 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 re9orts; and I certify that I will have a qualified person won ct/ (thp contractor's) organization to exercise such control. B-45 Page 1 of 1 Rev. 08/11 lÀ) gfj,P1cE //76 /41<_- 5pv( L4A. LS,862Z FOR STAIR SEE FOR STAIR GUARDS & HANDRAIL SEE FRAME STRINGER INTO WALL -------------- 11HL9O 'K'P I 1< ij xli li I', LBV1.81/14, TYP Iii >< - -,II)C'1 1$061 <310N 5Y4x ------------------------------------- 11V8 VERSA-LAM 3100x , A L OF jI6"J.......... I . - C14 S5 30 6574 27 go4'rrl if CS16 STRAP x6'-6, I CIVI HDR -TO- 4x BLKG, SEE SIM 0r2A .ôoz ckA3 'r—s 2x DKG 012x6 D.J. c16 P.T. 4x12 CONT STRINGER - - rT1 -r--i---r -1 —I- (0, I I i'iCO I I' I .1 (I17i lW I Io.1 1f IIl I I \ PT. 4x12 CONT STRINGER •_I\çç •_k\(\ _co' \C ,\O FLOOR PLY: 1' (%) A.P.A. RATED T&G, EXPOSURE 1, 1 O NAILS @ 6" B.N., 6" EN., & 12' F.N., TYPICAL, SEE (b RIDGE @ LOW ROOF ROOF PLY: V (%o) A.P.A. RATED SHEATHING, EXTERIOR PLY, lOd NAILS @ 6' B. N., 6" EN., & 12" F.N., TYPICAL, SEES 5c'Ae4I%j JC\ EXISTING WALLS I SHALL BE MODIFIED TO I INCREASE WALL TOP PLATE HEIGHT, SEE ® / cz'2 1iI I (01111 CS16 STRAP x6'-6" I I liii HDR -TO- 4x BLKG, SEE pit 31 2 <-10 S5 S5 q911 \ óSIM CS16 STRAP x 6-6" HDR -TO- 4x BLKG, WRAP CORNER, SEE @ SIM / 1 1/4 x 14 L\4'L DECK L__ I LBV1.81/14, TYP -il C)) @24' LJ 'I! 4x6 II RIDGE —\-2x4 C.J ii @24' P.T. 4x12 CONTRI GER 1 - 111 1 T r T T 1 IiRI'l Il I Ix I"•lI' I I LL9 Ig<3> '0E I I I _J _I_I_ i_ J_ l_ J_ II 0.18 0.31 1at 4.534 ft in Span # 1 1 at 9.311 ft in Span # 1 Max fb/Fb Ratio = 0.685; fb : Actual: 1,152.00 psi Fb : Allowable: 1,681.88 psi Load Comb: +D+Lr+H Max fv/vRatio = 0.269: fv : 'Actual: 60.54 psi Fv: Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) P Left Support 0.14 Right Support 0.23 -. 9.750 ft 2.508, 2x6 Downward L+Lr+S 0.208 in Downward Total 0.364 in Upward L+Lr+S -0.138 in Upward Total -0.241 in Live Load Defl Ratio 434 >360 Total Defi Ratio 248 >180 SIMEONE DESIGN - SUSTAINABILITY - STRUCTURE 297 Hillcrest Drive Leucadia, CA 92024 858-245-3128 alsimeonedesign@gmail.com Multiple Simple Beam Project Title: BROWNSTEIN RESIDENCE GARAGE REMC Engineer: AS Project ID: 16-004 Project Descr: STRUCTURAL ANALYSIS Printed: 2 NOV 2016, 9:02PM File = C:\ASDCAL-1\EnerCalc\Jobs\16-004-1\16-004-2.EC6 ENERCALC, INC. 1983-2016, Build:6.16 6.7, Ven6.16.6.7 Description: BROWNSTEIN STRUCTURAL DESIGN Wood Beam Design: CALC 1 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 1.75x14, Microllam LVL, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Trus Joist Wood Grade: MicroLam LVL 2.0 E Fb - Tension 2,600.0 psi Fc - PrIl 2,510.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Density 42.0 pcf Fb - Compr 2,600.0 psi Fc - Perp 750.0 psi Ft 1,555.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Unif Load: D = 0.030, Lr = 0.120 klft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.380 1 fb : Actual: 1,420.85 psi at 9.500 ft in Span # 1 Fb : Allowable: 3,737.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.216: 1 fv : Actual: 76.78 psi at 0.000 ft in Span # 1 Fv : Allowable: 356.25 psi Load Comb: +D+Lr+H D(0.030) Lr(0. 120) Max Reactions (k) P L U s W E ii Downward L+Lr+S 0.442 in Downward Total 0.552 in Left Support 0.29 1.14 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.29 1.14 Live Load Defi Ratio 515 >360 Total Defi Ratio 412 >180 Wood Beam Design: CALC 2 Calculations per NDS 2012, IBC 2012 CBC 2013 ASCE 7-10 BEAM Size: 5.25x18, VersaLam, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending OFE, Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 3100 Wes Fb - Tension 3100 psi Fc - Prll 3000 psi Fv 285 psi Ebend-xx 2000k it Fb - Compr 3100 psi Fc - Perp 750 psi Ft 1950 psi Eminbend - xx530120482 p4,, Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.210, Lr = 0.60 k/ft, Trib= 1.0 ft EXP Design Summary Max fb/Fb Ratio = 0.457 1 * D(0.210 Lr(O.6O fb : Actual: 1,772.27 psi at 10.000 ft in Span # 1 Fb: Allowable: 3,875.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.318: 1 fv: Actual: 113.43 psi at 18.533 ft in Span #1 20.0ft, 525x18 Fv: Allowable: 356.25 psi ________ Load Comb: +D+Lr+H Max Deflections Max Reactions (k) P H Downward L+Lr+S 0.426 in Downward Total 0.594 in Left Support 2.37 6.00 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 2.37 6.00 Live Load Defi Ratio 563 >360 Total Defi Ratio 404 >180 9 Wood Beam Design : CALC 3 -' Calculations per NDS 2012, (BC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2x6, Sawn, Fully Braced - Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - PrIl 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.030, Lr = 0.040 k/It, Trib= 1.0 ft Design Summary SPA c-ti) EXIST 12" FTG ND 1'iç) I i EBL I i_P 8'-6"± 18'SQ FTG, 12" MIN THK, 244 S.E.E.W., TYP, SEE 14 S5 L 4) 3/ 3-1/4± 12" MIN THK, 444 S.E.E.W. (D TYP, SEE @10A S34 57< - r71 -------------- EXIST I 12" FTG 10 ; T1 2 EXISTING4'THK jP13 2{ CONC SLAB, OVER COMPACT I GRADE EXIST 4)(6 I 12" FTG I 45"SQ FIG, - 12" MIN THK, 544S.E.E.W., TYP, SEE_bA 1 S4 EXIST 6" CURB, TYP 4j6 EXIST GO' OVER C L 10 0 S4 41 0 TYP 15 2'-7 FIVPAj pt 1J (7 - L Aç(ei' o 9cA1 LAWL L&J I ' I I I LBV1.81/14,TYP_1I i F4x8 c'1%)C48 11_ XII bo S5 1:/)11 4x~ 6GE 1Y4 x 14 LL DECKJ S @24" > ;I1j. U S5 LL LBV1.81/14, TYP r (N . P.T.4x12CONT —— r r i— r I • I IIO I"I-4I I'tI i i i i I—ct I I I L— i - T P.T.4x12CONT 0 'Nl EXISTING WALLS I N SHALL BE MODIFIED TO I 00— INCREASE WALL TOP PLATE HEIGHT, SEE 04 CS 16 STRAP x 6'-6",----J.. HflR-Tfl-4RLK( I\ I S5 S5 'iL j;9j 2* ' HT ,/ ---------j_J SIM Of CS16STRAPx6'-6",---J —__CS16STRAPx6-6", ) HDR -TO- 4x BLKG, -. HDR -TO- 4x BLKG, - WRAP CORNER, SEE SEE SIM ____ SIM o4 - --. I N_ I liii SEE (23 ' ..-f IIII lb IN ~12 8 flJlIè)Pc rn C) ;v CD —m mm m ____ I 1 <ZO-1Z z m cncj,? m rn -a m rn a zzG) > 0 CD I 0 m >x 0) m Cl) >( 1\ CI) (n - - >>x '•W-a x W m N) CI)1. mvc,, ? 0 C,, cn - - c c m0)F m > 0 c - 0 > > > r r '!sZ -< I- r 30" MAX SEE PLAN -2x RFTR, NOTCH B.N. FOR OUT- LOOKERS ,- MATCH EXISTING EAVE PLY O/2Y4 -10d/OUT- LOOKER RFTR SEE PLA B.N -lod/BLK, - 16d 2x BLKG @48" 2x STUD A WALL LUST TARTERBD 2x6 OUTLOOKER @24" TOP PLCONN, LTP5 PL-TO-BLKG, A35 F.S. IF OCCURS, SEE (j) INSTALL " PLY SHEATHING ON EXTERIOR FOR STUCCO BACKING 2x6 LEDGER, 1 HANGERS, - 3-16d @16" SEE PLAN 2x CEILING - JOISTS, SEE PLAN >- -J a- SHEAR PANEL, SEE PLAN AND CS2 Z ( EXTEND SHEAR FROM FNDNTO 2x6 STUDS @16" 2x6 BOT PL, 16d @8" TO BLKG OR RIM RFTR EXISTING LOW ROOF, PLY 0/ 2x RFTRS @24" N GABLE DBL 1O PL TOP P' O(- ZEiJW - --- EN. - 2x BLKG EXIST DBL TOP PL EXIST 2x STUD WALL 4x BLKG EsGil Corporation In (Partnership with Government for (Building Safety DATE: 8/11/16 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2640 PROJECT ADDRESS: 1176 Larkspur Lane SET: III LI APPLICANT LI JURIS. LI PLAN REVIEWER LI FILE PROJECT NAME: Remodel and Roof Deck addition to Brownstein Garage The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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 Corporation 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 Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mail Telephone Fax In Person REMARKS: 1) The applicant slip-sheeted new sheets into both Set us to make two complete, approved Set Ills (all architectural sheets and sheets S3 and S4). He stated he was going to do the same for set held at City. Please verify. 2) Please place soils stamp on the plans. Thank you! By: Tamara Fischer Enclosures: EsGil Corporation fl GA LI EJ 111 MB LI PC 8/10/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partners/iip with Government for Building Safety DATE: 8/8/16 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2640 PROJECT ADDRESS: 1176 Larkspur Lane SET: II PPLICANT JURIS. I PLAN REVIEWER I FILE PROJECT NAME: Remodel and Roof Deck addition to Brownstein Garage El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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 Corporation 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: Chad Hendrick EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Chad Hendrick ate contacted: bl b (by(.-) Mail 1/(9Iephorr Fax In Person III REMARKS: By: Tamara Fischer EsGil Corporation EGA LEJEMB F-1 PC Telephone #: 760 473-9987 Email: custombuildersl@hotmail.com Enclosures: 8/2/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 16-2640 8/8/16 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Architectural sheets are not signed. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). Current structural plans and calculations are sealed and signed. This will be re-verified on the final sets. STAIRWAYS AND RAILINGS 11. Stair notes on sheet A2 appear to conflict with what is shown at details 15 & 17/S4. Please coordinate. Rise, run and nosing are currently shown at detail 15 & 17/S4, so if they are altered, please be sure this information is still shown somewhere. Response was, "Corrected detail 171S4," and I see that stairs have been redesigned. The following corrections apply. The maximum rise shown on 17/S4 is 7" while architectural plans state 7 1/2". Please note that if risers are open, 7" would be the maximum with 4" nominal treads. Please dimension minimum 36" width for redesigned stairs. CONTINUED Carlsbad 16-2640 8/8/16 Open risers are only permitted if the opening between treads does not permit the passage of a 4" diameter sphere. Section R311.7.5.1. Response was, "closed risers", but 171S4 shows open risers. See bold remarks regarding maximum rise at #11. Handrails (Section R311.7.7): Please add these notes to the plans. Handrails projecting from walls shall have at least 1-V2 inches between the wall and the handrail. Ends of handrails shall be returned or shall have rounded terminations or bends. ROOFING 15. Specify on the plans the following information for the roof materials and deck covering materials, per Section R106.1.1 Both must be class A per City Ordinance: b) ICC approval number, or equal. Lifedeck waterproof deck covering. Please correct ICC approval number at keynote I on sheet A2 to ESR 2701. STRUCTURAL Please check footings below supports for beam 6. It appears that existing 12" wide by 12" deep footings will be inadequate. Please clarify the calculation for allowable point load on footing at the bottom of p. 7 of calcs. What is the 1.7 in the equation and how does this equation relate to the allowable soil bearing value? Also, please note that beams 2 and 6 are supported at the same location, so the point load there is higher than used in this calculation. A. Please correct the detail reference for detail 18 on revised sheet S3 (at the intersection of beams 2 and 6) The detail is on sheet 4. ELECTRICAL I ENERGY CONSERVATION Specify new receptacle outlets at deck to be GFCI protected. I see GFCI was specified but the "WP" for water proof was removed. These outlets are required to be both weather resistant and GFCI protected. CEC Article 210 & 406. CONTINUED Carlsbad 16-2640 8/8/16 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes U No U The jurisdiction has contracted with Esgil Corporation 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 Tamara Fischer at EsGil Corporation. Thank you. EsGil Corporation In Partners/lip with government for Bui(ding Safety DATE: 7/14/16 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2640 PROJECT ADDRESS: 1176 Larkspur Lane SET: I U APPLICANT URIS. U PLAN REVIEWER U FILE PROJECT NAME: Remodel and Roof Deck addition to Brownstein Garage El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. F-1 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 Corporation until corrected plans are submitted for recheck. LII 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: Chad Hendrick EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Chad Hendrick 4 e ptacted.41 ( 4— (by:'t...)- iI Telephone Fax In Person REMARKS: Telephone #: 760 473-9987 Email: custombuildersl@hotmail.com By: Tamara Fischer Enclosures: EsGil Corporation F-1 GA LIEJ LIMB r-1 PC 7/11/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 16-2640 7/14/16 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 16-2640 JURISDICTION: Carlsbad PROJECT ADDRESS: 1176 Larkspur Lane FLOOR AREA: 226 sq ft Roof Deck / Stairs STORIES: 1 306 sq ft New Roof Structure HEIGHT: 1.5' approx per CRC REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 7/11/16 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Tamara Fischer COMPLETED: 7/14/16 FOREWORD (PLEASE READ): 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 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 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 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 16-2640 7/14/16 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: 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section R106.1.1. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). Current structural plans and calculations are sealed and signed. This will be re-verified on the final sets. Please show the stairs on the site plan and dimension the distance from the edge of the stairs to the property line. Please specify the height of the vehicle entry door. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, if to be deferred). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." CONTINUED Carlsbad 16-2640 7/14/16 . FIRE PROTECTION The stairs and landing appear to be less than 5' to the property line. This would required the stairs to be 1 hour construction per table R302. 1(1) and the guardrail would need to be non-combustible or a 1-hour assembly (ie stucco on both sides). Eaves within 5' of the property line are required to be 1-hour on the underside per table R302.1 (1). Please provide and reference a 1-hour detail for the eaves within 5' of the property line (northwest corner of the building). . STAIRWAYS AND RAILINGS The architectural plans seem to conflict with the structural plans regarding the guards around roof deck. The structural details show that some of the guards are solid walls, while the architectural plans show that the top portion of all the guards to be cable rail. Please coordinate and ensure that there is an accurate connection detail showing capability to resist a concentrated load of 200 pounds in any direction along the top rail per Table R301.5 for each guard condition. The minimum height above the deck surface or stair nosing needs to be called out for all guards (42" at deck and landing and 34" at edge of stair). There are some dimensions on the elevations, but at the south elevation the dimension is from the plate height, not the deck surface. Section R312. Stair notes on sheet A2 appear to conflict with what is shown at details 15 & 17/S4. Please coordinate. Rise, run and nosing are currently shown at detail 15 & 17/S4, so if they are altered, please be sure this information is still shown somewhere. Open risers are only permitted if the opening between treads does not permit the passage of a 4" diameter sphere. Section R311.7.5. 1. Handrails (Section R311.7.7): Shall be provided on at least one side of each stairway with four or more risers. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-1h inches nor more than 2 inches in cross-sectional dimension. See Section R311.7.8.3 for alternatives. Handrails projecting from walls shall have at least 11/2 inches between the wall and the handrail. Ends of handrails shall be returned or shall have rounded terminations or bends. CONTINUED Carlsbad 16-2640 7/14/16 14. Please dimension the stair landing to be minimum 36" long. Section R311.7.6 . ROOFING 15. Specify on the plans the following information for the roof materials and deck covering materials, per Section R106.1.1 Both must be class A per City Ordinance: Manufacturer's name and product name/number. For composition shingles ICC approval number, or equal. For compostion shingles and Lifedeck waterproof deck covering. 16. Specify minimum 1/4 inch per foot deck slope for drainage toward deck drains and show how the slope shall be achieved. Section R905.9. 1. 17. Show the sizes/locations of roof drains and overflows. Section R903.4. I see the location of deck drains is shown. Please specify their size and show the overflow drains. 18. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. City Policy 84-35. . STRUCTURAL 19. Please reference detail 16/S4 for retrofit anchor bolts at details 10 and 11/S4. 20. Please specify the new height at detail 19/S4. 21. Specify plywood and/or particle board thickness, grade and panel span rating for deck and roof diaphragm. Table R503.2.1 (1) 22. Please complete the Carlsbad Special Inspection Agreement (included). 23. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. (If they are not to be a deferred item). 24. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). CBC Section 107.3.4.1. 25. Please justify the lack of a hold down at grid 4. CONTINUED Carlsbad 16-2640 7/14/16 It does not appear that wind loads were checked for each shear wall to determine whether wind governs. Please check wind loads for grid 4. Please check footings below supports for beam 6. It appears that existing 1211 wide by 12" deep footings will be inadequate. . ELECTRICAL I ENERGY CONSERVATION Specify new receptacle outlets at deck to be GFCI protected. Residential energy lighting requirements: ES 150.0(k) Lighting installed in garages, shall be high efficacy and be controlled by vacancy sensors. Outdoor lighting fixtures that are attached to a building are required to be high efficacy or be controlled by a combination photo-control/ motion sensor. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes U No U The jurisdiction has contracted with Esgil Corporation 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 Tamara Fischer at EsGil Corporation. Thank you. Carlsbad 16-2640 7/14/16 [DO NOTPAY— THIS IS NOTAN IN VOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 16-2640 PREPARED BY: Tamara Fischer DATE: 7/14/16 BUILDING ADDRESS: 1176 Larkspur Lane BUILDING OCCUPANCY: U BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) New Roof Str 306 Roof Deck / Stair 226 Raise wall height in Garage Air Conditioning Fire Sprinklers TOTAL VALUE app esti 23,218 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance I $238.77 I Plan Check Fee by Ordinance iEEII I $155.201 Type of Review: El Complete Review LII Structural Only LI Repetitive Fee 1W I Repeats El Other El Hourly Hr. @ * EsGil Fee Comments: Sheet 1 of 1 macvaluedoc + </ , I PLAN CHECK . Community & Economic CITY 0 F REVIEW Development Department 1635 Faraday Avenue Carlsbad CA 92008 CAR LSBAD TRANSMITTAL www.carlsbadca.gov DATE: 08/03/201eROJECT NAME: BROWNSTEIN RESIDENCE PROJECT ID: CB162640 PLAN CHECK NO: 2 SET#:2 ADDRESS: 1176 LARKSPUR LN APN:205430070° VALUATION: $23,218 APPLICANT CONTACT: CUSTOMBUI LDERSl@HOTMAIL.COM 71 Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspe ction by the Construction & Inspection Division is required Yes F No X For status from a division not marked below, please call 760-602-2719 This plan check review is NII'COMPLETE Items missing or incorffct are listed Remarks: THERE IS AN S F-1 on the attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-275 0 Chris Sexton III Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carisbadca.gov Gregory.Ryan@carlsbadca.gov I Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carisbadca.gov :. Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov VALRAY MARSHALL Dominic Fieri I! 760-602-2741 i 760-602-4664 ..'ALRAY.MARSHALLCARLSBADCA.GQV Dominic.Fieri@carisbadca.gov X" 00 > CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 07/25/2014PROJECT NAME: BROWNSTEIN RESIDENCE PROJECT ID: CB162640 PLAN CHECK NO: 1 SET#:i ADDRESS: 1176 LARKSPUR IN APN:205430070° VALUATION: $23,218 APPLICANT CONTACT: CUSTOMBUILDERSl@HOTMAIL.COM Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes [ii No ' OM For status from a division not marked below, please call 760-602-2719 )K on This plan check review is NcI'COMPLETE Items missing or incorict are listed the attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. J 760-602-2750 1 [ Chris Sexton Kathleen Lawrence 7 Greg Ryan t..J 760-602-4624 -- 760-602-2741 ----a 760-602-4663 Chris.Sexton©carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz F Linda Ontiveros Cindy Wong - 760-602-4675 76o-6o2-2773 -j 760-602-4662 Gina. Ruiz@carlsbadca.gov Linda.Qitivems@carlsbadca.gov Cynthia.Wong@carisbadca.gov T VALRAY MARSHALL 7 ' Dominic Fieri 760-602-2741 — 760-602-4664 vALRAY.MARsHALL@cARLsBADcA.GOV Dominic.Fieri@carlsbadca.gov Remarks: THERE IS AN 8' PUt EXISTING ACROSS THE BACK OF. THE LOT THAT IS NOTAFFECTED BY THIS ADJUSTEMENT TO THE GARAGE HEIGHT AND ROOF DECK. "'PLEASE DRA WIN THE 8' PUE EASEMENT ON THE BACK OF THE PROPERTY***** PLANNING DIVISION Development Services BUILDING PLANCHECK Planning Division CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P 28 (760)602-4610 - www.carIsbadca.ov DATE: 8/2/16 PROJECT NAME: ROOF DECK PROJECT ID: PLAN CHECK NO: CB162640 SET#: ADDRESS: 1176 LARKSPUR LN This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: custombuildersl@hotmail.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Remarks: Plan Check No. CB162640 Address 1176 LARKSPUR LN Date 8/2/16 Review #2 Planner GINA RUIZ Phone(760)602-4675 Type of Project & Use: ROOF DECK Zoning: R-1 General Plan: R-4 Facilities Management Zone: j CFD (in/out) # Date of participation:_ Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: REVIEW #: 2 3 Legend: Z Item Complete LI Item Incomplete - Needs your action Environmental Review Required: YES LI NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Lii LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES M NO JJ CA Coastal Commission Authority? YES Et NO JK If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): EXEMPT LI LI Habitat Management Plan Data Entry Completed? YES LI NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Li LI Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (A/P/Ds, Activity Maintenance, enter CB#, Housing Y/N, Enter Fee, UPDATE!) toolbar, Screens, Housing Fees, Construct Housing Tracking Form (form P-20) completed YES El NOLI N/As P-28 Page 2 of 3 07/11 Site Plan: El El ]•IN 2-1=10.A.1 I.A.IH THE SETBACK FROM THE PROPOSED STAIRS TO THE PROPERTY LINE. SEE STAIRS WILL BE AND CALL QUIT THE ADDITIONAL City Council Policy 44 - Neighborhood Architectural Design Guidelines LI LI 1. Applicability: YES NO 2. Project complies: YES LI NOD Zoning: LI Z LI Setbacks: Front: Required 20' Shown 30' Interior Side: Required HOUSE/GARAGE = 7.5', STAIRS = 5.5' CAN ENCROACH 2' INTO THE SETBACK Shown 7.5' STATED TO HOUSE & STAIRS Rear: Required Shown 20' Structure Separation: Required N/A Shown N/A Z El El Lot Coverage: Required 40% MAX Shown LESS THAN 40% LI LI Height: Required 24' MAX Shown j LI LI Parking: Spaces Required 20' X 20' Shown 20' X 22' - no changes to interior dimensions of garage parking spaces OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 8/2/16 P-28 Page 3 of 3 07/11