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Home My WebLink About2617 COLIBRI LN; ; CB131039; Permit09-30-2013 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: CBl31039 Building Inspection Request Line (760) 602-2725 2617 COLIBRI LN CBAD RESDNTL Sub Type 2155351800 Lot# $12,415 68 Constuction Type Reference # 0 Structure Type 0 Bathrooms Ong PC # PORTER 216 SF CONVERSION OF MB CLOSET/BATH TO 4TH BEDROOM RAD 0 5B Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 04/22/2013 JMA 09/30/2013 09/30/2013 Applicant CHRIS FOERSTEL Owner PORTER MATTHEW K&GWENDOLYN 946 CALLE AMANECER SAN CLEMENTE CA 92673 949-429-1432 2617 COLIBRI LN CARLSBAD CA 92009 Building Permit $156 27 Meter Size Add'l Building Permit Fee $0 00 Add'l Reel Water Con Fee $0 00 Plan Check $109 39 Meter Fee $0 00 Add'l Plan Check Fee $0 00 SDCWA Fee $0 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $1 24 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 Bndge Fee $0 00 Traffic Impact Fee (3105541) $0 00 Other Bndge 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 $59 00 Renewal Fee $0 00 ELECTRICAL TOTAL $41 00 Add'l Renewal Fee $0 00 MECHANICAL TOTAL $40 25 Other Building Fee $0 00 Housing Impact Fee $0 00 HMP Fee $0 00 Housing InLieu Fee $0 00 Pot Water Con Fee $0 00 Housing Credit Fee $0 00 Meter Size Master Drainage Fee $0 00 Add'l Pot Water Con Fee $0 00 Sewer Fee $0 00 Reel Water Con Fee $0 00 Additional Fees $0 00 Green Bldg Stands (SB1473) Fee $1 00 Fire Spnnkler Fees $0 00 Green Bldg Stands Plan Chk Fee $0 00 TOTAL PERMIT FEES $408 15 Total Fees $408 15 Total Payments to Date $408 15 Balance Due: $0.00 "l 7 FINAL APPRpV/Al 7 Ifd^ Date ^ ijiyUi Inspector Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days fronn 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 sen/ice fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired THE FOLLOWING APPROVALS REQUIREO PRIOR TO PERMIT ISSUANCE: • PLANNING • ENGINEERING • BUILDING • FIRE • HEALTH • HAZMAT./'APCD 7%^ %W7 ^ CITY OF CARLSBA Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buidling@carlsbadca.gov Vi'ww carlsbadca gov Plan Check No. Cf^/^-(Q3^ Est. Value ^ /2 ^ V / 6. ^ Plan Ck. Deposit Date ^{T^ZAIS SWPP JOB ADDRESS -->/•< ^ I ' 1 / \ 2J^n Colt brC CAJ SUITE#/SPACE#/UNIT# APN - CT/PF!OJECT tt LOT tt PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR TYPE OCC GROUP DESCRIPTION OF WORK: /nc/ude Square Feet Of Affected Area(s; O A EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES • # NO • YES • NO • YES • NO • APPLICANT NAME (Secondaiy Contact) ADDRESS ^ . , ^ AM It* C ADDRESS CITY ~ STATE ZLE , _ CITY STATE ZIP PHONE . ^ 1 J FAX ' " PHONE FAX EMAIL PROPERTY OWNER ^AM^^ j-,^^^^^^ CONTRACTOR BUS. NAME ADDRESS - , ADDRESS CITY ' ' ' ' CITY STATE ZIP PHONl _ FAX PHONE FAX EMAIL " EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC # STATE LIC # CLASS CITY BUS UC # (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 ofthe Contractor's License Law (Chapter 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 alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civii penalty of not more than five hundred dollars ($500)) Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the followtng deck n 1 have and will mamtain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the wor1< for which this perm it is issued D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the perfonnance of the work for which this pemiit is issued My workers' compensation insurance camer 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. ygS* CONTRACTOR SIGNATURE nAGENT DATE / hereby affimi that I am exempt from Contractor's bcense Law for the following reason D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) yt, 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 Secton Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement • Yes • No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (fimn) to provide the proposed construction (include name address / phone / co ntractors' license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number) 5 I will provide some of the wori(, but I have contracted (hired) the following persons to provide the wo* indicated (include name / address / phone / type of work) ^ igS'pROPERTY OWNER SIGNATUI •AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account AcP • Yes • No Is the applicant or future building occupant required to obtain a pennit from the air pollution control distnct or air quality management distncP • Yes • No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site"? • Yes • No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the wori< this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I certly that I have read the applicaton and state thatthe above infoimation is conect and thatthe Infonnation on ttie plans is accurate I agree to comply wrth all City oidinances and State laws relating ti) building constuction. I herebyWithorize 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 Cm OF CARLSBAD AGAINSTVLL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An (KHA esmiit is required tor excavations over 5'0' deep and demolition or constmction of structures over 3 stones in height EXPIRATI0N^Ev9IW)em^lt issued by the Building (Dflicial under the provisions of this Code shall expire by limitation and become null and void if the buikJing or v«)rt< authonzed by such perniit is not commenced within 180 dayaJom tNg ((af^of such pennit or if the building or VWD* authonzed by such pennit is suspended or abandoned at any time after the work is commenced Ibr a penod of 180 days (Section 106 4 4 Uniform Building Code) DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Ceilificate of Occupancy will be requested at final inspection. ' A N C y (Commercial Projects Fax (760) 602-8560, Email www buildinqtSjearlsbadea gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008 C0#: (Office Use Only) CONTACT NAIVIE OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS LIC No DELIVERY OPTIONS • PICK UP: • CONTACT (Listed above) • OCCUPANT (Listed above) • CONTRACTOR (On Pg 1) • MAILTO: • CONTACT (Listed above) • OCCUPANT (Listed above) • CONTRACTOR (On Pg 1) • IVIAIL / FAX TO OTHER: • ASSOCIATED CB#- • NO CHANGE IN USE / NO CONSTRUCTION • CHANGE OF USE / NO CONSTRUCTION ^APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB131039 Type: RESDNTL RAD PORTER: 216 SF CONVERSION OF MB CLOSET/BATH TO 4TH BEDROOM Date Inspection Item Inspector Act Comments 01/08/2014 19 Final Structural -Rl AM 01/08/2014 19 Final Structural PY AP 12/12/2013 18 Extenor Lath/Drywall PY CA 11/21/2013 17 Intenor Lath/Drywall PY AP 11/12/2013 16 Insulation PY AP 11/12/2013 18 Exterior Lath/Drywall PY AP 11/12/2013 84 Rough Combo PY AP 11/08/2013 16 Insulation PY AP 11/08/2013 18 Extenor Lath/Drywall 16 AP 11/08/2013 18 Exterior Lath/Drywall PY AP 10/30/2013 84 Rough Combo PY NR Friday, January 10, 2014 Page 1 of 1 EsGil Corporation In (PartnersHip wttH government for (BuiCding Safety DATE: 05/03/13 • APPyCANT q^j\jR\sJ7 JURISDICTION. Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-1039 SET I PROJECTADDRESS: 2617 Colibri PROJECT NAME: Remodel for Porter Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: D><] EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ^ REMARKS. Transfer notes in red ink to set(s) at the City. On sheet A2 bath to reflect exhaust ^ fan at shower area and add smoke detector and carbon monoxide alarm note ^ ^' By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • PC (P) 04/25/13 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 13-1039 05/03/13 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO : 13-1039 PREPARED BY: Ray Fuller DATE: 05/03/13 BUILDING ADDRESS: 2617 Colibri BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg. Mod. VALUE ($) Remodel 216 53 00 11,448 Air Conditioning Fire Sprinklers TOTAL VALUE 11,448 Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I I Repetitive Fee Repeats IZI Complete Review • Other j—I Hourly EsGil Fee • Structural Only Hr @ $146.47 $95.21 $82.02 Comments' Sheet 1 of 1 macvalue doc + ^ CITY OF CARLSBA PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 04/23/13 PROJECT NAME: PORTER RESIDENCE PLAN CHECK NO: 1 SET#: i ADDRESS: 2617 COLIBRI LN VALUATION: $12,416 PROJECT ID: CB131039 APN: /1 This plan check review is complete and has been APPROVED by the ENGINEERING - Division. By: KATHLEEN LAWRENCE 04/23/13 A Final Inspection by the Division is required [jYes IZINO ~ 1 This plan check review Is NOT COMPLETE. Items missing or incorrect are listed on L_J the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Vou 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. For questions or clarifications on the attached checklist please contact the following reviewer as rriarked: m'fi7f, ,24*:l76o-6diiS6iot-r ?' 777 7..' ••• '^i7l^o^^i75o|%Kt '17* f7f^4ii4i'77:.^7'^:^7.777?:'77 4 .: •;"»*»'i«*^ar'Vift«*'i*fi ^*^'tFi:RE;RttVENTIONi'S?* W;s>. .f. :;,76.0.-602-4665:-j; X.7]M" r i Chris Sexton \ J 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence J 760-602-2741 Kathleen.Lawrence@carlsbadca.gov I Greg Ryan i 760-602-4663 Gregorv.Rvan@carlsbadca.gov r Gina Ruiz 1 760-602-4675 Gina.Rulz@carlsbadca.gov I 1 Linda Ontiveros L —1 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 Cindy Wong ' ^ 760-602-4662 Cvnthia.Wong@carlsbadca.gov 77 • j Dominic Fieri L 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: W CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CBl 31039 Date- 04/23/13 ProjectAddress 2617 COLIBRI LN APN Project Description REMODEL INTERIOR Valuation $12,416 ENGINEERING Contact Kathleen Lawrence Phone 760-602-2741 Email kathleen.lawrence@carlsbadca.gov Fax 760-602-1052 RESIDENTIAL INTERIOR TENANT IMPROVEMENT l/l RESIDENTIAL ADDITION MINOR (<$20,000.00) n CARLSBAD PREMIER OUTLETS • PLAZA CAMINO REAL • COMPLETE OFFICE BUILDING OTHER: CELL ANTENNAS/EQUIP OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERIVIIT BY: KATHLEEN LAWRENCE REMARKS: NO ADDITIONAL ENG. FEES NO CHANGE IN USE DATE: 04/23/13 Notlficatipn of Engineering APPROVAL has been sent to •via EMAIL' ' • ' ' 'on 04/23/1 iE-36 Page 1 of 1 REV 4/30/11 PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carlsbadca eov DATE: 4/23/13 PROJECT NAIVIE: CONVERSION OF CLOSET TO BEDROOM PROJECT ID: PLAN CHECK NO: CB131039 SET#: ADDRESS: 2617 COLIBRI LN APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINARUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No Vou 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. Q] This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: CFOERSTEL@FDANDE.COIVI 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 1 Chris Sexton 760-602-4624 Chns.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov • • I I Dominic Fieri 760-602-4664 Domlnic.Fieri@carlsbadca.gov Remarks: 4/19/13 JOB INFORMATION: Porter remodel 2617 Colibri Ln. Carlsbad, Ca. Job Ntomber: 13C046 File Name: 13C04 6a.wrk JONSSON and FOERSTEL architects 946 CALLE AMANECER unit c SAN CLEMENTE, CA 92673 949-429-1432 CFOERSTEL@FDANDE.COM APPROVED BY: Jeff Jonsson License State: Ca. License Number: C-27314 RECEIVED APR 2 2 2013 CITY OF CARLSBAD BUILDING DIVtSION This residence engineered using the "EngrEd Wood Frame Residential" software package, The person using this program is responsible for verifying the accuracy of all computations and results. EngrEd assumes no legal or financial responsibility for the safety or integrity of any structure or member designed using the EngrEd Wood Frame Residential Software Package. DATE : A/19/13 ENGINEER: JOB: NAME Jeff Jonsson NAME Porter remodel ADDR N/A ADDR 2617 Colibri Ln. CITY N/A CITY Carlsbad ST. N/A ST. Ca. ZIP N/A ZIP LIC # C-27314 JOB # 13C046 1 CODE VALUES CODE VALUES FOR DOUGLAS FIR LARCH 1 Bending Stress for No. 1, 5"-l-= 1350.0 1 Shear Stress for 2" to 4" = 95.0 i Shear Stress for 5"-l-= 85.0 i Glu-Lam Bending Stress = 2400.0 1 Glu-Lam Horizontal Shear 155.0 1 Roof Live Load = 10.0 1 Roofing Dead Load = 0.0 1 Sheating Dead Load = 0.0 1 Rafter Dead Load = 2.5 1 Misc. Dead Load to Rafter = 0.0 1 Total Dead Load to Rafter = 2.5 1 Ceiling Dead Load = 5.0 1 Other Dead Load = 0.0 1 Total Roof Dead Load 7.5 1 Floor Live Load = 40.0 1 Floor Dead Load = 4.0 1 Floor Joist Dead Load = 3.0 1 Ceiling Dead Load = 5.0 1 Other Dead Load = 0.0 1 Total Floor Dead Load = 12.0 1 Deck Live Load = 40.0 1 Stucco Wall Dead Load 16.0 1 Veneer Wall Dead Load = 56.0 1 Wood Frame Interior Dead Load = 10.0 1 All Soil Bearing Cont. Footing 1000.0 1 All Bearing for Isolated Pads = 1000.0 1 All Passive Bearing = 100.0 1 Other Soil Bearing Values = 0.0 1 Concrete Strength 2500.0 1 Reinforcing Steel Stress = 20000.0 1 Reinforcing Steel: ASTM A 615 GD 40. 0 1 CODE: = 2010 CRC 1 LUMBER: = DF Larch 1 Glu-Lam Combination Number: = 24FV4 - 2 - DATE : A/19/13 ENGINEER: NAME Jeff Jonsson ADDR N/A CITY N/A ST. N/A ZIP N/A LIC # C-27314 JOB: NAME ADDR CITY ST. ZIP JOB # 13C046 Porter remodel 2617 Colibri Ln. Carlsbad Ca. Ra-f' t'e T- "8ei-3t 'IHr-r LL = 10.0 DL = 7.5 TL = 17.5 Tributary = 1.3 Span = 13.0 E = 1700000.0 w = 17.5 * 1.3 w = 23.28 delta max = (13.0 * 12) / 180 delta max = 0.87 (5.0 * 23.3 * 13.0 (^^4) * 1728.0) I = 10.15 (384.0 * 0.87 * 1700000.0) M = (23.3 * 13.0 ^^2)) / 8 MOMENT (M) = 491.68 FT-LB f(b) = (491.7 * 12) / ( 7.6 * 1.25) f(b) = 624.li 3 - ROOF FRAMING {^ft-ei Joi3f;'-#l: 2 X 6 - #2 @ 16" O.C. Span = 13'-0" 4/19/13 JOB INFORMATION: Porter Remodel 2617 Cilibri Ln. Carlsbad Ca., Ca. Job Number: 13C04 6 File Name: 13C04 6.wrk ENGINEERING FIRM: N/A N/A N/A, N/A N/A Phone: N/A Fax: N/A APPROVED BY: Jeff Jonsson License State: Ca. License Number: C-27314 This residence engineered using the "EngrEd Wood Frame Residential" software package. The person using this program is responsible for verifying the accuracy of all computations and results. EngrEd assumes no legal or financial responsibility for the safety or integrity of any structure or member designed using the EngrEd Wood Frame Residential Software Package. DATE : A/19/13 ENGINEER: JOB: NAME Jeff Jonsson NAME Porter Remodel ADDR N/A ADDR 2617 Cilibri Ln. CITY N/A CITY Carlsbad Ca. ST. N/A ST. Ca. ZIP N/A ZIP LIC # C-27314 JOB # 13C046 1 CODE VALUES CODE VALUES FOR DOUGLAS FIR LARCH 1 Bending Stress for No. 1, 5"-i-= 1350.0 1 Shear Stress for 2" to 4" = 95.0 1 Shear Stress for 5"+ = 85.0 1 Glu-Lam Bending Stress = 2400.0 1 Glu-Lam Horizontal Shear = 155.0 1 Roof Live Load = 20.0 1 Roofing Dead Load = 9.5 1 Sheating Dead Load = 1.5 i Rafter Dead Load 2.5 1 Misc. Dead Load to Rafter = 0.0 1 Total Dead Load to Rafter 13.5 1 Ceiling Dead Load = 5.0 1 Other Dead Load = 0.0 1 Total Roof Dead Load 18.5 1 Floor Live Load = 40.0 1 Floor Dead Load = 4.0 1 Floor Joist Dead Load = 3.0 1 Ceiling Dead Load = 5.0 1 Other Dead Load = 0.0 1 Total Floor Dead Load = 12.0 1 Deck Live Load = 40.0 1 Stucco Wall Dead Load = 16.0 1 Veneer Wall Dead Load 56.0 1 Wood Frame Interior Dead Load = 10.0 1 All Soil Bearing Cont. Footing 1000.0 1 All Bearing for Isolated Pads = 1000.0 1 All Passive Bearing = 100.0 1 Other Soil Bearing Values = 0.0 1 Concrete Strength = 2500.0 1 Reinforcing Steel Stress = 20000.0 1 Reinforcing Steel: ASTM A 615 GD 40. 0 1 CODE: = 2010 CRC 1 LUMBER: = DF Larch 1 Glu-Lam Combination Number: = 24FV4 - 2 - DATE : A/19/13 ENGINEER: NAME Jeff Jonsson ADDR N/A CITY N/A ST. ZIP N/A N/A LIC # C-27314 JOB: NAME ADDR CITY ST. ZIP JOB # 13C04 6 Porter Remodel 2617 Cilibri Ln. Carlsbad Ca.• Ca. Roof Wall Header #1; LL = 20.0 DL Tributary = 4.0 E = 1700000.0 height = 5.0 18.5 TL = 38.5 Span = 3.0 P = 0.0 wall value = 16.0 w = 154.00 delta max = w = 38.5 * 4.0 delta max = ( 3.0 * 12) / 180 ROOF = (38.5 * 4.0) = 154.0 WALL =16.0* 5.0 =80.0 W = 154.0 + 80.0 = 234.0 (5.0 * 234.0 * 3.0 (^4) * 1728.0) I = = 1.25 (384.0 * 0.20 * 1700000.0) 0.20 VL = (234.0 * 3.0) / 2 VR = (234.0 * 3.0) / 2 M = (234.0 * 3.0 * 3.0)/8.0 f(b) = (263.3 * 12) / ( 7.1 * 1.25) VL = 351.00 VR = 351.00 M = 263.25 f(b) = 353.65 Area = (1.5 * 234.0 * ( 3.0/2 - 0.3))/95.0; Area = 4.3 ROOF FRAMING Roof Wall Hdr #1 4 X 4 - #1 Span = 3'-0" Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1098815 Longitude = -117.2498463 Spectral Response Accelerations Ss and SI Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.109 (Ss, Site Class B) 1.0 0.419 (SI, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1098815 Longitude = -117.2498463 Spectral Response Accelerations SMs and SMI SMs = Fa X Ss and SMI = Fv x SI Site Class D - Fa = 1.056 ,Fv = 1.581 Period Sa (sec) (g) 0.2 1.172 (SMs, Site Class D) 1.0 0.663 (SMI, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1098815 Longitude = -117.2498463 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 X SMs and SDI = 2/3 x SMI Site Class D - Fa = 1.056 ,Fv = 1.581 Period Sa (sec) (g) 0.2 0.781 (SDs, Site Class D) 1.0 0.442 (SDI, Site Class D) Converting Addresses to/from Latitude/Longitude/Altitude in One Step (Geocoding) Page 1 of2 Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco [^.fc„ ^BatchiM,od£(Foward)».^;i J Lr<..7,BatchtMode. (B„^^ _.J [- 3~,j»BatchMpde,(AJt|lude) .,^ . Oeg/Min/Sec to„Decimal,;iE£;..jf ,l U; ;Goijiputing-G)istances.,.:„ , ] P :; .< Erequently,Asked;Questions,-, ' / , address city 2617 Colibri Ln. address city Carlsbad state Ca. zip 92009 country United States ; Determine Lat/Lon . jSet .Aititudes .,. 11 reset J latitude longitude above values must be in decimal with minus signs for south and west f . , Deterniine Address . . j [reset | O Access geocoder.us / geocoder.ca (takes a relatively long time) from google latitude longitude altitude decimal 33.1098815 -117.2498463 deg-min-sec 33° 6' 35.5734" -117° 14' 59.4467" from tamu latitude longitude altitude decimal 33.1099170805571 -117.25017728837 deg-min-sec 33° 6'35.7015" -117° 15' 0.6382" 2617 COLIBRI LN Carlsbad CA from vahoo latitude longitude altitude decimal 33.11002 -117.24987 deg-min-sec 33° 6' 36.072" -117° 14' 59.532" 2617 Colibri Ln, Carlsbad, California 92009 Data presented here comes from the followmg websites: google, (all addresses) geocoder.ca. (US and Canadian addresses only) geocoder.us. (US addresses only) gpsvisualizer. (for altitudes) locatienet. (European addresses only) tamu (was use). (US addresses only) virtual earth (US addresses only) http://www.jewishgen.org/databases/stevemorse/jcal/latloriremote.php?cookie=&hidden=... 4/21/2013 PROJECT TITLE: Porter LATERAL ENGINEERING PROJECT #: 13C046 DATE: 4/19/13 Pg: 1 USER'S INITIALS: cf LatPro versxon IBC 2006 All Rights Reserved Copyright 2010 Structural-Calc, LLC General Information Number of Stories Occupancy Category II Distance from base to highest story (ft ) 24 Lumber Used Green Importance Factor 1 Lumber Species .DF/SP Wind Information Method of Analysis: Analytical Methoci Wind exposure cat. C Wind Speed, V 85 Hurricane Prone Region No Building Enclosure Enclosed On hill, ridge or escarpment? No Shape of feature N/A Taller than 15 or 60 ft? No Height of feature N/A Unobstructed? No Average Slope of feature N/A Twice as tall as other features? No Distance from feature to building site N/A Directionality Coefficient (Kd) 0.85 Kzt 1.000 a 9.5 Zg 900.000 Seismic Information Method of Analysis: Equivalent Lateral Force Method Site Class D Long-Period Transition Period (sec) 8 0.2 Sec. Spectral Response Acceleration , Ss 110.9% Damped 0.2 Sec. Spectral Response Acc. , Sds81% 1 Sec. Spectral Response Acceleration, SI 41.9% Damped 1 Sec. Spectral Response Acc, Sdl 44% Response Modification Factor, R 6.5 Seismic Design Category D Deflection Amplification Factor 4 System Overstrength Factor, 0 3 Total Forces of Building Response Coefficient (Cs) 0.13 Total Seismic Weight (w) 41.23 kips Redundancy Coefficient (Rho) 1.30 Base Shear (Cs*W) 5.16 kips Design Base Shear (O.VpCsW) 4.69 kips fir.2 Story Seismic Dead Loads Diaphxagm Tributary Ex-terxor Wall Interior Wall Total Area Unit DL Wt Ht Ln Unit DL Wt Wt Below Wt Above Added Added Dia Wt Dia (sq ft) (psf) (lbs) (ft) (ft) (psf) (lbs) (lbs) (lbs) DL DL Area (lbs) Ul 882 15 13230 4 109 16 6976 2587 - 0 0 22793 U2 400 15 6000 4 66 16 4224 1173 - 0 0 11397 Total - - 19230 -11200 3760 - - - Story Wt 34190 fir.2 Story Seismic Forces Seismic Weight (w) Height (h) Vert. Distribution (Cv) Story Shear (V) Design Story Shear (0.7pV) Area 34.19 kips 20.00 ft 1.00 5.16 kips 4.69 kips 1282.00 sqft fir.2 Story Building Exterior Height East Face West Face North Face South Face From Roof Roof Roof Area Ext Roof Area Ext Roof Area Ext Roof Area Ext Base(ft) Type Slope Dir Area(sqft) Walls(sqft) Area(sqft) Walls(sqft) Area(sqft) Walls(sqft) Area(sqft) Walls(sqft) 20 G/H 0.3333N-S33903333 68 190 152 70 108 70 20 G/H 0.3333E-W33503333 80 0 0 100 80 100 Dia Ul U2 108 104 fir.2 Story Diaphragms Dia Ul U2 Running N-S Running E-W Running N-S Running E-W East West Width North South Width Area Applied Wind Applied Seis. Wind / Seis Applied Wind Applied Seis. Wind / Seis Grid Grid (ft) Grid Grid (ft) (sqft) Shear (plf) Shear (plf) Governing Shear (plf) Shear (plf) Governing 149 Seismic 81 63 Wind 81 21 25 42 16 882 400 120 87 75 Wind Seismic fir.2 Story Lateral Forces Running N-S: Tributary Method Grid Line 1 2 Allocation 50%(1-2)(Ul)=50%(21 ft.) 50% (1-2) (ai)=50% (21 ft.) 50%(2-4)(D2)=50%(25 ft.) 50%(2-4)(D2)=50%(25 ft.) Tributary Width (ft) 10.5 10.5 12.5 12.5 Tributary Force (lb) 1565 1565 1088 1088 Added Force (lb) 0 0 0 0 Wind Load CaSeismic (1, 3) GridlGridlme Force (lb) Force (lb) 1260 1565 2348 2352 Wind Load Case (2, 4) Gridlme Force (lb) 0 0 1086 788 /3 jonsson ondjfoerstel 946 calle amanecer, dihit c. san clemente, ca. 92673 949 - 492 - 5981 949-429-1432 949-412-3955 TO: City of Caiisbad Building Inspector / Official n/4/13 RE: Porter Addifion / Remodel LL = 10.0 DL = 5.8 Tributary = 1.3 E = 1700000.0 Tii = 15.8 Span i? 10.8 w = 15.8 * 1.3 ;: w = 20.95 h delta max = {10.8 * 12) / 1|80 \ delta max =0.72 ! I I (5.0 * 20.9 * 10.8 (''4)1 * 1228.0) I =, . J L (384.0 * 0.72 * 1700000.0) = 5.17 M,= (20.9 * 10.8 (^^2)) / 8 f(b) = (302.6 * 12) / { 3.1 MOMENT (M) = 302.59 FT-LB * l|;25) f (b) = 948.38 -a - Rafto]?-Joist #1: 2 X 4 - #2 @ 16" O.C. Span = 10'-9" A-PfISO/At. T^l5 NOV 0 4 2011 FENESTRATION - MAXIMUM ALLOWED AREA WORKSHEET WS-4R Project Ulle Date FENESTRATION PRODUCTS - NEW CONSTRUCTION- NEW BTTTTT DTNOS A B C D E F G #/Type/Pos. (Front, Left, Rear, Right, Skylit) Ori^dation Total F^estratio)D, West Facing Area{fl?) Total F«iestration for N, S, £ Ori^riatioos CFA{tf) Total Pacent of West Facing F«iKtration' {C/E)xlOO% Total % of Fenearation^ hicliKling West (D/E)xlOO%+F Norfli South East West Totels 1) If west facing area exceeds 3% of CFA in climate zones 2,4, and 7-15, the perfinmance ^iproach must be used. 2) If total perc^ of fenestration exceeds 20% including West lacing orientations then performance ^loach must be used. West facing area includes skylights tilted to the west or tilted in any direction when fte pitch is less than 1:12 for Package D only. FENESTRATION PRODUCTS - NEW CONSTRUCTION- ADDITIONS ^ Dtess than 100 ft^, • Less than or Equal to 1000 ff. • Greater 1000 ft^ A B C D E F G H #/TypsfPos. (Front, Left, Rear, Right, Skyhght) Orienta- tion Proposed A(Ui&Hi's CTA^^^ I^oposed Addition's FeiK^iation Aiea(fl^^ FeKStiation Area Removed to make way for Addhion(fl^ Total Area Added Fenestration^ (D-E) Total % of West Fadng FenestratioE^ (G/QxVm, Total % of Fenestrar tlMl • (F/C)xlOO% North Sou& East West* Total 1) Additions <1(H) sf aie aUowed to instaB iq> to SOfi^ of fenestration and are eocempt fiom the S% west fiua^ limits and shall meet tiie U-fictor and SHGC requnemaits of Package D. See Table 8-2 in the Residraitial MsmaL Note: Leave columns E, F, G, Hand I blank. 2) Additions <I,000 tite maximum net allowed feiestiatirai is 20% and may be incte^ed additionally to by the amount of glazing removed in the wall that separates Uss addition fiom the existing house. However, the total West ficing fenestration can not exceed 5% of Ihe proposed addition's CFA including skylights orientated in any direction and tilted witii a pitch of < 1:1Z Column G can not exceed S% and Cohmm H can not exceed 20%. 3) Additions >1,000 ft\ must meet Package D requirements. See Table 8-2 and Table 151-C in Appendix B of ti^ RM or use Performance Approach 4) Tte 5%west orirailation lestiicticMis are only fer Climate zones 2,4, and 7-15; fer Climate Ztmes 2,4 and 7-15 eata zero (0) in colinnn E. FENESTRATION PRODUCTS: ALTERATIONS A B c • D E F G H I Existing CFA (tf) Existing OrioitatitHi Existing Area (tf) Removed Orientation Rranoved Area Proposed Installed Orientation Pr<^osed Installed New Area m) Total Net F^estralicHi (ft2) {C-E-H3) Total % of Fenestia-tion''^ (H/A)xl00% Max of 20% ! Norfli Nwfli Soutii Soutii Q Soutii (J East East /a East '/AO West West /7 West Total Total 1(/ Total 2) The area requiremrait fer tiie total fenestration area for tiie \^ole buildmg, iiKliBlii^ tiie added fenestration, must not exceed 20% Otherwise, the Performance Ai^roach must be used. See Section 8.3.3 in tiie RM fer fiutiier details. Residential Compliance Farms December2005 CiTY OF CARLSBAD PmMB[Nnn E[lECTDi€A:ZT MEC ANCA i W^nLSQEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca gov Projed: Address: Permit No.: Information provided below refers to worb being done on the above mentioned permit only. This form must be completed ond returned to the Building Division before the permit con be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line? Ves No ^ Number of new roof drains? Install/alter water line? Number of new water heaters? Number of new, relocated or replaced gas outlets? Number of new hose bibs? Residential Permits: New/expanded service: Number of new amps: Minor Remodel onl^-. Ves No Commercial/Endustricai: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? New or(feioccite(j)duct worb? Ves "^C No Number of new fireplaces? Number of new exhaust fans? Relocate/install vent? Number of new exhaust hoods? , Number of new boilers or compressors? Number of HP B-18 Page 1 of 1 Rev 03/09