Loading...
HomeMy WebLinkAbout1107 OAK AVE; ; CB151310; PermitCity of Carlsbad 1635 FradayAv Carlsbad, CA 92008 06-05-2015 Residential Permit Permit No: CB 151310 Building Inspection Request Line (760) 602-2725 Job Address: 1107 OAK AVCBAD S * Permit Type: RESDNTL Sub Type: SFD Status: ISSUED Parcel No: 2050205400 Lot #: 0 'Applied: 04/30/2015 Valuation: $187076.00 Constuction Type: 5B Entered By: RMA Occupancy Group: Reference #: , r5-0 Plan Approved: 06/05/2015 # Dwelling Units: 0 Structure Type: Issued: 06/05/2015 Bedrooms: 0 Bathrooms: 0 Inspect Area: Orig PC #: Plan Check U: Project Title: DELUDE RES- NEW MAIN HOME 1321 SF & 94 SF COVERED ENTRY (ATTACHED TO GARAGE-BUILT WI, 2ND D/U ON PERMIT CB132556) Applicant; Owner: DELUDE CHAD DELUDE CHAD P 0 BOX 235344 , P 0 BOX 235344 ENCINITAS CA 92023 ENCINITAS CA 92023 760 216-0988 ' Building Permit $936.70 Meter Size Addi Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $655.69 Meter Fee ' $0.00 Addl Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $24.32 PFF (3105540) $3,404.78 Park in'Lieu Fee . $0.00 PFF(4305540) $3,142.88 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) $3,100.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidevvalk Fee ' $0.00 BTD #3 Fee ' $0.00 PLUMBING TOTAL $163.00 Renewal Fee , $0.00 ELECTRICAL TOTAL $45.00 AddI Renewal Fee $0.00 MECHANICAL TOTAL $65.38 , 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 $842.00 Red. Water Con. Fee $0.00 Additional Fees ' $0.00 Green Bldg Stands (SB 1473) Fee $8.00 ' Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 TOTAL PERMIT FEES $12,387.75 Total Fees: $12,387.75 Total Payments to Date: $12,387.75 Balance Due: $0.00 FINAL APPROVAL Inspector: t1' cI.IkISS Date: ______________ 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 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 tight 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 cjiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 06-05-2015 PërmitNo:SW150188 Job Address: 11O7 OAK AVCBAD Permit Type: SWPPP Status: ISSUED Parcel No: 2050205400 Lot 4: 0 Applied: 04/30/2015 Reference #: - Entered By: RMA CB#: CB151310 Issued: 06/05/2015 Inspect Area: Project Title: DELUDE RES-NEW PRIMARY HOME Tier: 1 Priority: L Applicant: Owner: DELUDE CHAD DELUDE CHAD P0 BOX 235344 P0 BOX 235344 ENCINITAS CA 92023. ENCINITAS CA 92023 Emergency Contact: CHAD DELUDE 760"216-0988 SWPPP Plan Check $48.00 SWPPP Inspections - $58.00 Additional Fees $0.00 TOTAL PERMIT FEES . $106.00 Total Fees: $106.00 Total Payments To Date,: $106.00 Balance Due: $0.00 - - FNALAPPR'bVAL DATE 061Z 16, CLEARANCE_________ SIGNATURE- 64e41 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: El PLANNING 0 ENGINEERING 0 BUILDING FIRE [:]HEALTH HAZMATIAPCD Building Permit Application Plan Check No. Est. Value J(77 ('City f 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 IIar1sbad Plan Ck Depos t email: bUilding@carlsbadca.gOv Date //Jp Iswppp I www.carlsbadca.gov JOB ADDRESS I SUITE#/$PACE#/UNIT APN I 2ôs -3-T - CT/PROJECT # LOT# PHASE# #0FUNITS #8EDR00MS #BATHROOMS TENANTBUSINESSNAME CONSTR.r4E OCC.GROIJP DESCRIPTION OF WORK: Include Square Feet of AffectedP.rea(s). i34 /32/ Jj-/ $)v1i.cE PE51c'Efry CE 4 E-5' f7/ç 'Afti6 ,r /1o9 4/r 4.4WJ/'KcgJJ5S ,) q4/e4Jc ______________ EXISTING USE I PROPOSEDE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS flEr/.oEl''7i.4 I flE5'6A'7/..4. YESD# NOI YESNOE YENO APPLICANT NAME to Prtnary Contact PROPERTY OWNER NAME ADDRESS jtci9 cMI 4f ADDRESS CITY STATE ZIP (,exa,w 9ZO CITY STATE ZIP . PHONE (16o)l6-o9 IFAY PHONE - IFp EMAIL - C80E C. C 0 EMAIL DESIGN PROFESSIONAL CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY - STATE ZIP PHONE FX PHONE FAX EMAIL EMAIL STATE UC. 1$ STATE UC.# CLASS CITY BUS. IJC.# I.UUc. ,-,fly .ILy UI V..UUihly wnlcn requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the app!icant 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 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 civil penalty of not more than five hundred dollars ($500)). JIM Workers' Compensation Declaration: /hereby affinn under penalty of pe4urj one of the following declarations: i:i 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. [iJ 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 Zer (ion need not be completed if the permit is for one hundred dollars ($100) or less. tificate 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 a. 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. CONTRACTOR SIGNATURE . [:]AGENT DATE (hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: [J 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 loan 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 loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). am exempt under Section' Business and Professions Code for this reason: - - 1. I personally plan to provide the major labor and materials for construction of the proposed properly improvement Yes I1No - I (have! 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! 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! address phone! contractors' license number): I will provide some of the work, but I have contracted (h ) the following persons to provide the work indicated (include name! address phone type of work): 'PROPERTY OWNER SIGNATURE j - : . []AGENT DATE 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? ID Yes ID No . - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ID Yes ID No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ID Yes ID 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 construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name - Lender's Address c* w U I cerlifythatl have read theappticatlon and state thatthe above Information is conectand that the information on the plans is accurate. I agree to cemptywith all Cityordinancesand State laws relating to bulldingcenstnrction. 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 demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under theprovisions of this Code shall expire by inflation and become nut and void if the building or work authorized by such perñrilis not commenced within frnn thn k,,W,,,..,,•a .................,. ... Inspection List DELUDE RES- NEW MAIN HOME Permit#: CB151310 Type: RESDNTL SF0 1321 SF & 94 SF COVERED ENTRY (ATTA Date Inspection Item Inspector Act Comment 06/23/2016 89 Final Combo MC Fl 06/23/2016 89 Final Combo - RI PM PLEASE 05/25/2016 89 Final Combo MC CO NOTICE .05/23/2016 89 Final Combo MC NR NO ACCESS. 05/19/2016 89 Final Combo MC NR NO ACCESS. CALLED CHAD, LEFT MESSAGE. 04/18/2016 89 Final Combo PD CO 04/12/2016 89 Final Combo PD CO 01126/2016 17 Interior Lath/Drywall PD AP 01/20/2016 16 Insulation PD AP 01/14/2016 84 Rough Combo PD AP 01/07/2016 84 Rough Combo . PD CO 12/17/2015 84 Rough Combo PD CO 12/11/20.1584 Rough Combo PB NR 12/08/2015 84 Rough Combo PD . NR 19/21/2015 13 Shear Panels/HD's PD AP 09/23/2015 15 Roof/Reroof PD AP 09/18/2015 15 Roof/Reroof PY CO 06/08/2015 21 Underground/Under Floor . PD AP EsGil Corporation In Partners/lip with Government for Bui(ding Safety DATE: MAY 29, 2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1310 SET: III PROJECT ADDRESS: 1107 OAK AVENUE PROJECT NAME: SFR FOR DELUDE U APPLICANT JURIS U PLAN' REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's Building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW LI The applicant's copy of the checklist. 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 DELUDE EsGil Corporation staff did not advise the applicant that the plan check has been completed. LI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHAD Telephone #: 760-216-0988 Date contacted: (by: .) Email: cbdeludegmail.com Mail Telephone Fax In Person Remarks: Set 3 was Soils Report, Set 2 plans now Set 3 By: ALl SADRE, S.E. Enclosures: EsGil Corporation LI GA LI EJ LI MB' 0 PC 5/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 .1 EsGil Corporation - : In Partners/lip with government for Building Safety DATE: MAY 26, 2015 El A 'LICANT 4URIS. JURISDICTION: CARLSBAD /b PLAN REVIEWER 7 FILE PLAN CHECK NO.: 15-1310 SET: II PROJECT ADDRESS: 1107 OAK AVENUE PROJECT NAME: SFR FOR DELUDE -. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's . codes. El 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. Ii1 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. PLEASE SEE BELOW 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 DELUDE 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 Telephone # 760-216-0988 Date contacted: (b) Email: cbdelude(gmail.com .aN1ail)C Telephone (M Fax In WPerson CORRECTIONS: The soils report was not included in the submitted package, as per response list. [City Policy requires a soils report for this project]. - By: AL! SADRE, S.E. - -- Enclosures: EsGil Corporation E GA E EJ E MB E PC ' 5/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners flip with government for cBui(ding Safety DATE: MAY 11, 2015 D 3WPLICANT JURIS. JURISDICTION: CARLSBAD U PLAN REVIEWER U FILE PLAN CHECK NO.: 15-1310 SET: I PROJECT ADDRESS: 1107 OAK AVENUE PROJECT NAME: SFR FOR DELUDE 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. Lii 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. II 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 DELUDE Lii 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 Telephone #: 760-216-0988 JDate contacted 5, \'Z.- (by(.)_- Email: cbdelude(äq mail. com C'MaiI ephone Fax In Person CORREC?1N' #fl: The project architect to sign the truss package indicating they have been reviewed & no exceptions are taken. CBC Sec. 107.3.4.1.; j: On Sht. A2.1, show a S/D& CMD in the hallway leading to bedrooms. Sec. R314 & R315; : City Policy requires a soils report for this project; 41: Submit (3) revised stamped & signed sets of plans to the City for review. By: AL! SADRE, S.E. Enclosures: EsGil Corporation' . LI GA L] EJ [1 MB [1 'Pc 5/4 9320 Chesapeake, Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Jurisdiction Code CB 1113y Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: Ei Complete Review 0 Other 0 Repetitive Fee Repeats Hourly EsGil Fee I $938.461 I $610.00I 0 Structural Only Hr. © * I $525.541 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-1310 PREPARED BY: AL! SADRE, S.E. DATE: MAY 11, 2015 BUILDING ADDRESS: 1107 OAK AVENUE BUILDING OCCUPANCY: R3; V-B/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) LIVING ADD 1321 PATIO COVER 94 Air Conditioning Fire Sprinklers TOTAL VALUE 187,076 V Comments: In ádditior above fee, an additional fee-of Lsj( JLIaL)JcLt Sheet 1 of 1 macvalue.doc + I: -- CITY OF CAR LSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov -J DATE: 06/04/2015 PROJECT NAME: DELUDE RESIDENCE PROJECT ID: CB 151310 PLAN CHECK NO: 2 . SET#: 1 ADDRESS: 1107 OAK AVE APN: 205-020-54-00 VALUATION: 187,076 7 This plan check review is complete and has been APPROVED by the ENGINEERING 1-'--Division. By: VALRAY NELSON .A Final4nspection by the ENGINEERING Division is required Yes -.--No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on -' the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 'X'NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: CBDELUDE@GMAILCOM You may alsöhavè corrections from one or more of the divisions listed below. Approval from thee 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 marked: PLANNING - ENGINEERING FIRE PREVENTION 7606024610 , 7606022750 7606024665 - -- - Chris Sexton r Kathleen Lawrence Greg Ryan - - 760-602-4624 760-602-2741 - - 760-602-4663 Chris.Sexton@carIsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov . Gina Ruiz Linda Ontiveros i Cindy Wong 70602-4675 S 760-602-2773 760-6024662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov -. ValRay Marshall Dominic.Fieri - 760-602-2773 - 760-602-4664 ValRay.Malrshall@carlsbadca.gov Dominic Fieri@carlsbadca gov Remarks: - - - - - "---5---- - - ('APPROVAL CONTINGENT UPON THE PAYMENT OF GR 09-07$197FEE AND $18 FOR PRINTING OFGR SLIP SHEETS;' --5------ - - LJ 2 Set# 1 Any outstanding issues will be marked with x . Make the necessary corrections for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division. Items that conform to permit requirements are marked with i 1. SITE PLAN Provide a fullydimensioned site plan drawn to scale. Show: DWG 458-4A CONSTRUCTION CHANGE APPROVED 06-02-15 T] North arrow J Existing & proposed structures Existing street improvements Li Property lines (show all dimensions) Easements [Ti LIT Right-of-way width & adjacent streets /j Driveway widths E I iT Existing or proposed sewer lateral / Existing or proposed water service LL Submit on signed approved plans: DWG No. DWG 458-4A Show on site plan: [7J Drainage patterns [] Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course: [I .JA THE FOLLOWING NOTE: Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Li Existing & proposed slopes and topography []Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service: however, second dwelling units and apartment complexes are an exception. LJ Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet: Site address Assessor's parcel number L1 Legal description/lot number r I.I1 For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse office, etc.) previously approved. [.J i Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: PAR 2 PM 20995 Subdivision/Tract: MS 06-09 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 Set# DISCRETIONARY APPROVAL COMPLIANCE [ Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS E Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels, with a value ator exceeding $-24,000—,pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $115. 00. EIJ ETi Dedication required as follows: V 4. 'IMPROVEMENT REQUIREMENTS NIA ALREADY ON 'All needed public improvements upon and adjacent to the building site must be constructed V at time of building construction whenever the value of the construction exceeds FILE NIA 12-04 $12400000 pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: sidewalk, underground utilities Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of 444--so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed notarized and approved by the city' prior to issuance of a building permit. Processing fee $157.00. EJ 'Future public improvements required as follows CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES N/A N/A E-36 Page 3 of 6 ' REV 6/30/10 Set# 1 2 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. [J1nadequate information availa ble on site plan to make a' determination on grading GR O9O7 requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and WILL RE-OPEN remedial). This information must be included on the plans. If no grading is proposed WITH 25% FEE Write: "NO GRADING". [J [JGrading Permit required. NOTE: The gradin permit must be issued, and rough grading approval obtained prior to issuance of a building permit. E:I LTJ Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. [J Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. MISCELLANEOUS PERMITS J [1RIGHTOF-WAY PERMIT is required to do. work in city right-of-way and/or private work N/A ALL.WORK, adjacent to the public right-of-way. Types of work include, but are not limited to: street EQUIPMENT, AND improvements, tree trimming, driveway construction, tying into public storm drain, sewer and MATERIALS MUST water utilities. REMAIN OUT OF . . THE PUBLIC RIGHT , OF WAY '' [J Right-of-way permit required for: Driveway' E-36 . - Page 4 of 6 , - REV 6/01/12 Set # 1 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. EJ £71 Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return .(SW 15-0188 l T] Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance ] LZJ Storm Water Standards Questionnaire complete. EJ E1J Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EngStandsw-stds-vo14-ch2.pdf J Project needs to incorporate low impact development strategies throughout in one or more of the following ways: IT] Rainwater harvesting (rain barrels or cistern) * [J Vegetated Roof L11 Bio-retentions cell/rain garden Pervious pavement/payers U Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales EJ Downspouts disconnect and discharge over landscape EJ Other: . E-36 Page 5 of 6 REV 6/01/12 Set # 1 9. WATER METER REVIEW Domestic (potable) Use - 1" METER ON [' What size meter is required? jJ Where a residential unit is required to have an automatic fire SITE CHECKED [J extinguishing system, the minimum meter size shall be a V meter. UTILITY NOTE: the connection fee, SDCWA system capacity charge and the BILLING water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. [J rF fl For residential units the minimum size meter shall be 5/8', except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 3/4• I! 8. FEES EE1 Required fees have been entered in building permit. Drainage fee applicable Added square feet over 500 Added square footage in last two years? []yes D no Permit No. Permit No. Project built after 1980 Jyes no Impervious surface >50% yes L:Jno Impact unconstructed facility Elyes El no Fire sprinklers required Flyes EJno (is addition over 150' from center line) Upgrade yes E.no No fees required t'AdditionalComments RESIDENE 9-WILL BE ASSESSED T-9 EXTEND TI IE EXPIREB GRADING PERMIT GR A I-OKIVIAL CONSTRUeTI WILL NEED TO BE SUBM11=1in FOR DI IILIL1L.IF... 1. 1 I Ak - CHANGE E 4)- APPROVAL CONTINGENT UPON PAYMENT'OF•OUTSTANDING ENG FEES $197 FOR GR 09-07 AND $18 FOR PRINTING Attachments: Engineering Application - -. Storm Water Form Right-of-Way Application/ Info. Reference Documeflts E-36 . Page 6 of 6 . . REV 6/01/12 Fee Calculation' Worksheet ENGINEERING DIVISION Prepared .by: 06/04/2015 Date: 06/04/2015 GEO DATA: LFMZ: I B&T: Address: 1107 OAK AVE Bldg. Permit#: CB151310 Fees Update by: Date: 06/04/2015 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFD Sq.Ft./Units i EDU's: I Types of, Use: Sq.Ft./Units EDU's: Types of Use: . Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFD Sq.Ft./Units IOADT ADT's: IOADT Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD:DYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:DNW QUADRANT NE QUADRANT ElSE QUADARANT []SW QUADRANT ADT'S/UNITS: X FEE/ADT:7 640 $ 1.94%t" z 23RAFFIC IMPACT FEE: ir1e45C (2 027 ADTS/UNIT5 10 X FEE/ADT: 3100 $ 3100 BRIDGE & THOROUGHFARE FEE:' DIST. #1 EDIST.#2 EDIST.#3 ADT'S/UNITS: FEE/ADT: N/A FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: $ N/A SEWER FEE EDU's 1 I X FEE/EDU: 842 $ 842 F 71 BENEFIT AREA: N/A EDU's X FEE/EDU: $ N/A DRAINAGE FEES: APPROVà PLDA: r [--]HIGH EJMEDIUM EJLOW ACRES: I X FEE/AC: I $ PD PM 06-09 POTABLE WATER FEES: 1' EXISTING UNITS CODE CONN. FEE METER FEE I SDCWA FEE TOTAL STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY. ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION SiteAddress: //it29 O*' Assessors Parcel N mber: 1?'' ProjectlD: S i5içF Construction Permit No.: Estimated Construction Start Date Project Duration Months Emergency Contact: Name: C//9 t' 7E( (d'E 24 hour Phone: (2460)-?116 09 rF Perceived Threat to Storm Water Quality 0 Medium - Low If medium box is checked, must attach a site plan. sheet showing proposed work area and location of proposed structural BMPs - For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: \)(LlLj Date: (o Page 1 of 3 REV 4/30/10 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 Develonment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATERCOMPLIANCE CERTIFICATE I My project is not in a category of permit types exempt from the Construction SWPPP requirements I My project is not tocated inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) I My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a gradeat or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or - construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER I CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. (17h'w 2ioe OWNER R'S AGENT NAME (PRINT) _ • .57 O OWNER S AGENT NAME (SIGNATURE) 0 4 TE E-29 H!I!!IIIA!!I Activity UL2 ULW .T-----.--------.-------.-------. '1T9; ____U________._______._______. w-----.--------.--.----.-------. Ii.l.vh••_•I••U•...UI__I....I.......i MEE • • • • • Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from'the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - If the project includes Site access across dirt, then check the box to the left of 'Site ACCeSS Across Dirt'. Then review the list for something that applies such as 'Stabilized Construction Ingress/Egress' under Tracking Control. Follow along the 'Site Access Across Dirt' row until you gel to the 'Stabilized Construction Ingress/Egress' column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in 'Cover with Plastic' in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the 'Stockpiling' row intersects the new 'Cover with Plastic' column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs toe project. E-29 Page 2 of 3 REV 4/30/10 I.' CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov !INSTRUCTlONS.J •- To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP.'s) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. - Initially this questionnaire must be completed by the applicant in-advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making, the final assessment after submission of the development application: If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits : for the project. Please start by completing Step I and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. sTEP-1ç -,. i 'ag' TO BE COMPLETED FOR ALLPROJECTS 4 3-- To To determine if your project is a priority development project, please answer the following questions: - YES NO 1 Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet - the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? ' 2. Is your project LIMITED TO retrofitting or, redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. ' , STORM WATER - - STANDARDS- Development Services Land Development Engineering jc ,l T Y 0 F QUESTIONNAIRE 1635 Faraday Avenue E34 760-602-2750 CARLSBAD www.carlsbadca.gov (Vo TOBE COMPLETED FOR ALL'NEW,OR REDEVELOPMENT RROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, - industrial, public development projects on public or private land. _residential, _mixed-use,_and ,,is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temporary parking or storage of motor vehicles personally for business or for commerce. _used Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to_ the commingles lands).* _ESA _(i.e._not _with _flows _from _adjacent Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC), codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? . ills your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of - impervious surface or (2) increases impervious surface on the property by more than 10%? If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant information. E-34 . - Page 2 of 3 Effective 6/27113 'I This Box for City Use Only City Concurrence: YES NO By: Date: ,- fl Project ID: i3 ID STORM WATER STANDARDS Development Services 'Land Development Engineering CITY OF QUESTIONNAIRE CARLSBAD E-34 760-602-2750 . www.carlsbadca.gov rO:'BECOMPLETED.EORREDE.VELOPMENT PROJECTS THATARERlORlTY. DEVELOPEMENTROJECTS ONLY Complete the questions below regarding your redevelopment project: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the,"my project meets PDP requirements" box and complete applicant information. If you answered "no,' the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. jW?T L j)' ST f7 4kCHECKTHE APPROPRIATEBOX AND COMPLETEAPPWCANT.flNFORMATIONL, U My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. My project does not meet POP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box - Address: //o 0,4k .,4cE Accessor's Parcel Number(s): Applicant Name: , , .e ' Applicant Title: Applicant Signa Date: . * Environmentally Sensitive Areas include but ae not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the' San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water, Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. , E-34 Page 3 of 3 , ,Effective 6/27/13 ri PLANNING DIVISION Development Services / PLANCHECK APPROVAL Planning Division - 1635aradayAvenue F I T V 0 1 (760) 602-4610 CARLSBAD S DATE 5/19/15 PROJECT NAME NEW SFR PROJECT ID PLAN CHECK NO CB151310 SET# ADDRESS 1107 OAK AV 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 0 Yes 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 . ._4•.. . . . - Plan Check Comments have been sent to CBDELUDE@GMAIL COM -- - - - . For questions or clarifications on the attached checklist please contact the following reviewer as marked .-. - . .'. • - PLANNING-`4 ENGINEERING FIRE PREVENTION 7606024610 7606022750 j '7606024665 -. ••••j.-- .-- .-: - .. . . - •• .. . . ...-' .• •..... Chris Sexton . - • : . — 760-602-4624 . . Chris.Sexton@carisbadca.gov . . . • . Gina Ruiz . •..................................... 760-602-4675 . . Gina.Ruiz@carisbadcag • : • . -. • : Plan Check No. CB151 310 Address 1107 OAK AV Date 5/19/15 Review #2 Planner GINA RUIZ Phone(760)602-4675 Type of Project & Use: NEW SFR Zoning: RDM-Q General Plan: RM Facilities Management Zone: 1 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: Item Complete Item Incomplete- Needs your action Li Li Environmental Review Required: YES LI NO Li TYPE: • DATE OF COMPLETION: • Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: F LI Discretionary Action Required: YES LI NO Z TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: . Li LI Coastal Zone Assessment/Compliance • Project site located in Coastal Zone? YES 111 NO CA Coastal Commission Authority? YES Q NO 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): 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 (NP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing V/N, Enter Fee, UPDATE!). Li Z Li Housing Tracking Form (form P-20) completed: . YES N NO Li N/A Li Site Plan: • ; Li Z Li INFORMATION NOT LEGIBLE ON SITE PLAN AND SCALE NEEDS TO BE REVISED SEE ADDITIONAL COMMENTS BELOW • . • P-28 . Page 2 013 07/11 City Council Policy 44 - Neighborhood Architectural Design Guidelines Li Li 1. Applicability: YES [I] NO Li Li 2. Project complies: YES Li NOD Zoning: LI Z Li 1. Setbacks: Front: Required 20' (OVERHANG OF COVERED PORCH CAN ENCROACH 2 FEET INTO THE FRONT YARD SETBACK, POSTS MUST BE SETBACK 20 FEET) Shown 15' TO COVERED PORCH PLANCHECK NO. 2: 20' TO POSTS 2' OVERHANG Interior Side: Required 10% OF LOT WIDTH MEASURED AT THE FRONT YARD 20 FOOT SETBACK = 9' Shown LOT WIDTH AT THE FRONT YARD 20 FOOT SETBACK NOT STATED PLANCHECK NO. 2: 90.76' AT FY SETBACK - SY SETBACK SHOWS-11.6' Street Side: Required Shown N/A Rear: Required 2 TIMES THE REQUIRED SIDE YARD 18' SETBACK Shown CALCULATION NOT STATED PLANCHECK NO. 2: 18' Structure separation: Required NOT APPLICABLE AS ALL STRUCTURES ARE ATTACHED Shown N/A Li Li 2. Accessory structure setbacks: N/A Front: Required Shown L' Interior Side: . Required N/A Shown N/A Street Side: Required N/A Shown N/A Rear: Required Shown 'N/A Structure separation: Required Shown 'N/A Li Li 3. Lot Coverage: Required 60% MAX Shown36.8% Li Li 4. Height: Required Shown 1 . Li Li 5. Parking: Spaces Required 20'X 20' GARAGE W/ 1 SPACE FOR SDU Shown 34' X 22' - SDU CAN BE LOCATED IN 3 CAR GARAGE AS DIMENSIONS MEET REQ'D DIMENSION (breakdown by uses for commercial and industrial projects required) I.Ii1I. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 5/19/15 P-28 . . Page 3 of 3 07/11 David M. March ARCHTFCT 10601 TIERRASANTA SLVO..SUITE G PMD 2130 SAN DIEGO, CA 92124 OAVIDMARCHITECT0GMAIL.COM 619.804.5197 CELL 302.269.3215 FAX -4 .TRUCTURAL DESIGN CALCULATIONS dp 4. Delude Main Residence . 0 7Ø 110 /7. 4 TABLE OF CONTENTS i,tOp . . Section 1 -- General . . Section 2 -- Gravity Load Analysis "u' Section 3-- Lateral Load Analysis . Section 4 -- Connections Prepared By: David M. March . 10601 Tierrasanta Blvd., Suite G PMB 280 San Diego, CA-92124 Dated: April 29, 2015 5 For: Initial submittal to agency fM\. S No.0 114 ils CLl5/3/t2 David M. March ARCHITECT SUM Now 10601 TI ERR ASANTA BLVO..SUIrE 6 PMB 260 SAN DIEGO. CA 92124 OAVIOM ARCH ITECT6GAIA)L.COM 619.804.5197 CELl. 302.269.3215 FAX SECTION 1 --GENERAL (LOADS. CODES. MATERIALS AND SPECIFICATIONS A. Gravity Loads Roof Dead Load Roof 12 psf Plywood 2.8 psf Framing 2.2p.f. Misc 3.5 psf Insulation . . 1.5 psf Mech/El 2psf Subtotal 24 psf HENCE: Roof Dead Loads 24 psf Roof Dead Loads (flat) 20psf Roof Live Loads, 20 psf Floor Dead Load Floor Joists . 8 psf Plywood 3.8 psf Framing ' 5.2p.f. Misc 6.5 psf Insulation 2.5 psf Mech/El 4 psf Subtotal 30 psf HENCE: Floor Dead Loads 30 psf ' Floor Live Loads 40 psf Exterior Wall Dead Load 1" Finished Plaster 10 psf . . . Plywood ' 1.5 psf 2x6 Studs @ 16" 0/c. 1.5 psf Misc 0.2 psf Insulation 1.0 psf 5/8" Gyp. Bd. 2.8 psf 'Subtotal 17 psf Interior Wall Dead Load' 5/8" Gyp. Bd. 2.8 psf 2x4 Studs @ 16" o/c. 1.1 psf David M..March ARCHITECT . 10601 TERRASANTA ELVO..SLHTE G PMB 280 SAN DIEGO, CA 92124 OAVIOMARCHITECT@GMAIL.COM 619.804.5197 CELL 302.269.3215 FAX Misc l.3 psf Subtotal 7 psf Design Parameters Summary Occupancy Category: II Roof LL,DL (PSF)=20, 24 Floor LL,DL (PSF)=40,30 (where applies) Snow Load, PG (PSF)=O . Wood to be stamped "S-DRY" with moisture content less than 19%. Seismic Design Data Importance Factor: 1.0 Latitude: 33.1626588 Longitude -117.34059050000002 Spectral Response Acc.: Ss1.139. 50437 SDS=O.793. . Sii=0.455 . . Site Class: D Seismic Force Resisting System: . R=6.5 for light-framed walls (sheathed rated or steel skin) sheathed Design Base Shear(minimum) = 0.122W Redundancy Factor = 1.3 Use 0.159W Wind Design Data Basic Wind Speed = 85 mph wl 11.42 PSF . Importance Factor l=l .00 Wind Exposure Category = B Internal Pressure Coefficient, Gcpi = +1- 0.18 Cladding Design Pressure (PSF) 18 Effective Wind Pressure = Use 24.0 psf - Code: 2013 CALIFORNIA BUILDING CODE David M. March ARCHTECT 10601 TI ERR ASANTA 8LV5..SUTE 0 PMB 280 SAN DIEGo, CA 92124 DAVIDMARCHITECTIGMAIL.COM 619.804.5197 CELL 302.269.3215 FAx D. Soils Parameters provided by: Soil Testers, File No. 1106175-07 Site Inspection Report dated February 8, 2007. q (allowable) 2,500 psf E.Material Parameters . Steel Structural Steel Shapes/ I ASTM A36 Structural Tubes ASTM A-500 Grade B Structural Pipes .. . ASTM A-53, Grade B Concrete NoEmal Weight f (28days) 2500 psi Masonry fm . 1500 psi Lumber . Lumber- . . Douglas Fir Larch # I ,11. BOLTS Typical ASTM A-307 High Strength ASTM A-325 only when noted I. WELDING Typical E-70XX electrodes . . David M.. March A R C H I T E C T same. - 10601 TI ERRASANIA BLVO..SIIITE 0 PMB 280 SAN DIEGO, CA 92124 IDAVIOMARCHITECTGMAIL.COM 619.804.5197 CELL 302.2693215 FAX FOOTING DESIGN *Soils report recommendations always supercede footing size and reinforcement noted on this page. ASBP (psf) 2,500 FLAx Continuous Footings: WIDTH (in.) 12 DEPTH (IN.) 12 PMAx=(2x(D+6)+4)xWx(ASBP/1 44) = 8,333 Spread Footings Load (Ibs) Pad No. Size (sq.) Depth (in.) #4 Rebar (E.W.) 62,500 P-i 60 24 5 50,625 P-2 54 24 5 40,000 P-3 48 .24 4 30,625 P-4 42 18 4 18,900 P-5 33 1 18 1 3 10,000 P-6 24 1 12 1 2 Size =SQRT((LOAD/ASBP)xl 44) TvDicaI Grade Beam And Continuous Footina U.N.O. By Soils ReDort Pad No. Width (in.) . Depth (in.) Rebar (E.W.) GB-i 18 24 2) #6 T & B WI stirrups per detail F-U . 12 •. 12 1)#51&B F-i . 15 18 2)#4T&B Note: Site walls upto 8' tall to be constructed per info bulletin 222 providing that the criteria there within is met. . BeamChek v2014 licensed to: David March/David March Architect Reg #8551-66854 Delude Main Residence RB-i Date: 4/29/15 Selection 6x 6 DF-L #1 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustrrients WUfl nearing Area tii= z.i in' -Ld= Z.j in' (1.b) UL L)eti= 0.03. in Beam Span 4.0 ft Reaction 1 LL 640 # Reaction 2 LL 640 # Beam Wt per ft 7.35 # Reaction 1 TL 1423 # Reaction 2 TL 1423 # Bm Wt Included 29 # Maximum V 1423 # Max Moment 1423 '# Max V (Reduced) 1097 # IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Def I L/>1000 Section (in3) Shear (in2) TL Defl (in) LL Defl 27.73 30.25 0.04 0.02 11.38 • 7.74 0.20 0.13 OK OK OK OK 41% 26% 21% 11% I-D (5i) i-v (psi) E (psi x mil) FcJ.. (psi) Reference Values 1200 170 1.6 625 Adjusted Values 1500 213 1.6 625 CF Size Factor 1.000 Cd Duration 1.25 1.25 Cr Repetitive 1.00 Ch Shear Stress N/A - Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 320 Uniform IL: 704 =A 1 Uniform Load A I R1 1423 R2=1423 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: David March/David March Architect . Reg #8551-66854 Delude Main Residence RB-2 Date: 4/29/15 Selection 4x 8 DF-L #1 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments MIfl t5earingrea 111= 1.1 in, N= 1.1 in, (1.5) ULVeTi= 0.05 in Beam Span 6.0 ft Reaction 1 LL 480 # Reaction 2 LL 480 # Beam Wt per ft 6.17 # Reaction 1 TL 1074 # Reaction 2 TL 1074 # Bm Wt Included 37 # Maximum V 1074 # Max Moment 1612 W Max V (Reduced) 858 # IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 ILL Actual Defl L/>1000 Section (in3) Shear (in 2) IL Defl (in) LL Defl 30.66 25.38 0.07 0.02 11.90 5.72 0.30 0.20 OK OK OK OK 39% 23% 23% 12% I-D (psi) by (psi) E (psi x mil) Fc..L (psi) Reference Values 1000 180 1.7 625 Adjusted Values 1625 225 1.7 625 CF Size Factor 1.300 Cd Duration 1.25 1.25 Cr Repetitive 1.00 . Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le = 0.00 Ft Loads Uniform LL: 160 Uniform TL: 352 =A - I Uniform Load A Ri = 1074 R2 = 1074 • • SPAN =6FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: David March/David March Architect Reg #8551-66854 Delude Main Residence RB-3 Date: 4/29/15 Selection 4x 14 DF-L #1 Lu = 0.0 Ft Conditions NDS 2012 Mm Bearing Area R1= 1.7 in2 R2= 1.7 in (1.5) DLDefl= 0.19 in Data Beam Span 16.0 ft Reaction 1 LL 448 # Reaction 2 LL 448 # Beam Wt per ft 11.27 4 Reaction 1 TL 1085 # Reaction 2 IL 1085 # Bm Wt Included 180 4 Maximum V 1085 # Max Moment 6487'# Max V (Reduced) 1009 # IL Max Defi L/240 TL Actual Defl L/666 LL Max Dell L/360 LL Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values - - - Adjustments Loads Uniform LL: 26 Uniform TL: 57 =A I Point LL Point IL Distance 480 B = 1074 8.0 I • Uniform Load A • I Pt loads: I_____________________________________ Al = 1085 . R2 = 1085 SPAN =16F1 Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: David March/David March Architect Reg #8551-66854 Delude Main Residence RR-1 - Date: 4/29/15 Selection 2x 6 DF-L#1 @16 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area Ri= 0.5 in2 R2= 0.5 in2 (1.5) DLDefl= 0.16 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 8.0 ft Reaction 1 LL 139 # Reaction 2 LL . 139 # Beam Wt per ft 0 # Reaction 1 TL 305 # Reaction 2 TL 305 # Bm Wt Included 0 # Maximum V 305 # Max Moment 610 '# Max V (Reduced) 270 # IL Max Defl L/240 IL Actual Defi L/380 LL Max Dell L /360 LL Actual Defi - L/>1000 Section (in3) Shear (in2) IL Defl (in) LL Dell 7.56 8.25 0.25 0.09 3.92. 1.80 0.40 0.27 OK OK OK OK 52% 22% 63% 34% I-t) (PSI) I-V (psi) t (5i x U) I-c...L (psi) Reference Values 1000 - 180 1.7 . 625 Adjusted Values 1869 225 1.7 625 CF Size Factor 1.300 - Cd Duration. 1.25 1.25 Cr Repetitive 1.15 Ch Shear Stress N/A . . Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability ' 1.0000 Rb= 0.00 Le = 0.00 Ft Uniform LL: 35 Uniform IL: 76 =A Uniform Load A I R1=305 R2=305 SPAN =8FI . Uniform and partial uniform-loads are lbs per lineal ft. David M. March A R C H I T E C T MENEM 10601 TIERRASANTA BLVD..SUITE G PMB 280-SAN DIEGO. CA 92124 OAVIOMARCHITECT@GMAIL.COM 619.804.5197 CELL 302.269.3215 FAX SECTION 3 LATERAL LOAD ANALYSIS U David M. March ARCHITECT 10601 TIERRASANTA BLVO.,SUITE 0 PMB 280 SAN DiEGO, CA 92124 DAVIOM ARCH ITECT@GMAsL.COM 619.804.5197 CELL 302.269.3215 FAX JATERAL ANALYSIS Seismic Design Data Importance Factor: 1.0 Latitude: 33.1626588 Longitude -117.34059050000002 Spectral Response Aëc.: * Ss= l.139. S1 0.437 SDS=0.793. SDI=0.455 . Site Class: D SEISMIC (Note: Eh = V per caic's) Eh = (F*SDs/R)(WDL) = 0.122 WDL Design Base Shear(minimum) = 0.122W Redundancy Factor = 1.3 Use 0.159W Where: ZONE R F, SEISMIC SOURCE: B 4 6.5 1 SOIL TYPE: SB 1STORY . .• • Vs= (RoofD,L.+ WallD,L )X 0.159 Vs= 8.3 p.s.f. . MENEM David M. March ARCHITECT 10601 TIERRASANFA SLVO.SuITE 0 PMB 280 SAN DIEGO. CA 92124 OAVIOMARCHITECT@GMAIL.COM 619.804.5197 CELL 302.269.3215 FA)1 SUMMARY OF LATERAL DESIGN UTILIZES THE FOLLOWING FORMULAS Eh = 1/2(Abase)(Adepth)(VS) . E/T.L. Overturning = '.L X PH WIND GOVERNING LENGTHS L = (VW XHtrth) / Eh I Story Htnb = 15 Vw X Htnb 159 L24.8 ft. ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (i.e. Wind or Seismic). DESIGN ACCORDINGLY. A A CONVENTIONAL SHEAR WALL SCHEDULE SYMBOL SHEAR (ply)MATERIAL AND NAILING DESCRIPTION ANCHOR BOLT SCHED. - MINIMUM BOTTOM PLATE NAILING CONVENTIONAL TJI 1ST SW TRANSFER SHEAR TRANSFER TII BLKG TO PLATES MICRO LAM RIM JST./BLICG W/ SIMPSON CLIPS NAILS & BLOCKS SIMPSON CUPS 266 S/8"cDX PLYWOOD BdIO"O.C. EX. &12"O.C.F.N. 6/8"Ø ANCHOR BOLTS 18d06"0.C. 16d08"O.C. A35018"O.C. 10 d STAGGERED A35018"O.C. A L. 380 * 3/8"CDX PLYWOOD 8dI4"O.C. BY. &-i2" O.C.F.N. ON Si MEMBERS (STUD AND SILL PLATE) - 5/8"O ANCHOR BOLTS 0 24" O.C. 18d• 0 4" O C 18d04" O.C. . 0 . 5 5 0 12 O.C. 10d04O.C. STAGGERED ASS 0 12 O.C. A 490 * 3/8" CDX PLYWOOD Bd S 3" O.C. EN. & 12" O.C. F.N. ON Si MEMBERS (STUD AND SILL PLATE) 5/8"0 ANCHOR BOLTS 5 19" O.C. 18 d 0 3 O.C. ___________ ASS • 8 O.C. ASS 0 '8 O.C. 550* 1/2"ETRUC1PLTWOODBdIS"O.C.E.N.&12"O.C.F.N. 5/8-0 ANCIJOR BOLTS 18d03"O.C. ' A5508"O.C. A5508"O.C. A 685 * 1/2" STRUC I PLYWOOD lOd S 3*, O.C. E.N. & 12" O.C. TN. ON Si MEMBERS (STUD AND EEL PLATE) 5/8"O ANCIIORBOLTS 5 22" O.C. /8Oze" LAIS SO O.0 INTO 4x BIRG • 8" O.C.ASS 0 8" O.C. 730 * 3/8"STRUCi PLYWOOD 8dS2"O.C.E.N.&12"O.C.F.N. Si MEMBERS (STUD AND SILL PLATE) 5/8"e ANCHOR BOLTS 5 20" O.C. /oOze"IAGSS8"0.0 INTO 41 BIrG O.C. 08" O.C..- A2558" A 870* 1/2"STRUC1 PLYWOOD lod.2"o.C.E.N.&12"O.C.F.N. ON Si MEMBERS (STUD AND SILL PLATE) 5/8"0 ANCHOR BOLTS 16" O.C. - /80z6"L&C858"O.0 INTO 4z BIXG . ASS 08" O.C.25 0 6" O.C. '-- 300 3/8"CDX PLYWOOD OdI4"O.C.E.N.&12"O.C.F.N. 5/8"Ø ANCHOR BOLTS 16d04",O.C. 16d54"O.C. A25512"0.C. STAGGERED A25012" . O.0 - SARWALL STUCCO AND/OR W/ VENEER OVER A PLYWOOD SHEARWAAL WILL BE WATERPROOF USE DOUGLAS FIR 2 PRESSURE TREATED SILL PLATES. ENGINEER TO BE WITH A MIN OF (2) LAYERS OF 15 LB PAPER. NOTIFIED FOR REDESIGN B' OTHER SPECIES SILL PLATES ARE USED (OR ARE A PART OF KKISTING BUILDING). • ONLY COMMON NAILS ARE TO BE USED FOR ALL PLYWOOD SIIEARWAIL. NAIL GUNS USING "CUPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE * 8 CAPACITY IS GREATER THAN 350 P17 PROVIDE 3z SILL PLATES. - * REDUCE A.B. SPACING TO 50% OF THAT SHOWN IN THE TABLED 4.. ALL BOLT HOLES TO BE DRILLED . 1/32 MI!4 TO 1/16M OVERSIZED PROVIDE Si STUDS AT ADJOINING PANEL EDGES I CL cq Go cv SUMMARY OF LATERAL DESIGN FOR EQ/WIND LOADS Grid AbaseAdePlh Veq(psn V fld (iisf) Effective Plate H (ft) I EQ Load (Ibs) Wind Load fibs) Governing Lateral Load fibs) Shear Wall Length (It) Total Wall Length (II) Unit Shear (V S) Gross Uplift in Lbs Type oF Shear Wall Holdowns First Floor A 30 55 8.3 24 8 6848 2880 6848 5+6+5+6 22 311 2490 2 HDU5 B 30 55 8.3 24 8 6848 2880 6848 5+8.5+7+5.5+4.5 30.5 225 1796 1 HDU2 1 13.5 30 8.3 24 8 1681 1296 1681 5+5+11.5 . 21.5 78 625 1 N/A 2. 34 30 8.3 24 8 4233 3264 4233 8.5+8.5 17 249 1992 2 HDU4 3 36 1 28 8.3 24 1 8 4183 3456 1 4183 10.5 . 10.5 398 3187 3 HDU4 4 21 1 25 8.3 24 1 8 2179 2016 1 2179 4+4+4+4 -71-6-7 136 1 1089 1 N/A David M. March ARCHITECT MOORE - . . 10601 TI ERR ASANTA BLVO..SUITE 0 PMB 280 SAN DIEGo, CA 92124 OAVIOMARCHITECT?GMAII..COM 619.804.5197 CELL 302.269.3215 FAX SECTION 4-- CONNECTIONS . ALL WOOD CONNECTORS SHALL BE SIMPSON OR APPROVED EQUAL ALL ANCHOR BOLTS, HOLD-DOWNS AND DOWELS SHALL BE IN PLACE AND INSPECTED ACCORDING TO LOCAL BUILDING REGULATIONS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR TRUSS COMPONENTS AND STEEL MEMBERS PAEIFIE TRUSS 10642 Willie Baker Way Spring Valley, CA 91978 619-660-1288 pacifictrussgmail.com Customer: Delude Date: 1/7/16 To whom it may concern: The trusses on the Delude project have are structurally sound to hold the HVAC unit in the attic. Feel free to call with any questions. . Sincerely, Joel Coombs LJIVIU IV.. IVIc1!LII ARCHITECT . -- 10601 TIENRASANTA OLVO.,SUITE G PM8 280 SAN DIEGO, CA 92124 OAVIDMARCNITECT@GMAIL.COM 619.804.5197 CELL 302.269.3215 FAX DATE: .12/29/2015 TmTcTr'rTg'T. - f'..I_.L,..J PROJECT ADDRESS: 1107 Oak Avenue Carlsbad, CA 92008 PROJECT NAME: Delude Residence V .VII1It 1%. IIIE1Y IA.IUi...çt II, Revision 1: A field condition has surfaced that required the HVAC unit to be moved from the outside closet to the attic. The additional loading on the roof trusses has been evaluated and I have determined ....,.,.,,..... . .........................5-,,.-. ..,z .,,._.__..-.•__ JJ1UJfti5U I'ftLi Ufltt Will HU( illIp4.t wc suu,iwa, 1IItI1LJ VI UIC giavity rtii.i iatciaj luau resisiuig systems in a tiegauve maimer. JSJI.& 1'.JI UJIJ W1 •14.1.I No. C 114' I vii'1 ./J1r't MIT MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: delude RECEIVED APR 302015 CITY OF CARLSBAD BUILDING DIVISION The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Pacific Truss. Pages or sheets covered by this seal: K1216628 thru K1216633 •• My license renewal date for the state of California is September 30, 2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. EXP. 09/30/2016 C1 0- 1*11 /c' April 2l,2015 Rivera, Mark / The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the. responsibility of the building designer, per ANSI/TPI 1. 4 I. Kl216628 IDE-TI IFINK It I i I (.820 $ Mar 27 2015 MiTek Industries. Inc. Tee Apr 21 09:18:45 ID:Ag6UiSg9cwPtu74GyHCzz2zOX0i.IVQ1Ys8oDvgoj?JKpwocgs63n9qMsor835j 74-14 14-0-0 20-7-2 28-0-0 7-4-14 6-7-2 6-7-2 7-4-14 Scale c 1:47.2 4x6 = 3 3x6 = 3x4 = 3x4 = 304 = 3x6 . . 18.412 28-0-0 9-7-4 . -1 . '- - Plate Offsets (X,Y)-- F1:0-1-6,Edgel, 15:0-1-6,Edgel 8-9-8 974 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (bc) 1/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.51 Vert(LL) -0.15 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.55 6-8 >615 180. BCLL 0.0 • Rep Stress lncr YES WB 0.29 Horz(TL) 0.12 5 n/a en/a BCDL 10.0 Code lBC2012/1P12007 (Matrix-M) - Weight: 104 lb FT= 20% LUMBER. TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 OF Std G BRACING. TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purliris. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. rMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer (0/556) 1=11U/U-s-8 (mm. U-i-B), 5=1120/0-3-8 (mm. 0-1-8) Max Hors 137(LC 11) FORCES. (lb), Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-253917, 2-15=-2481/29, 2-16=-223215, 3-16=-2162/17, 3-17=-2162/17, 4-17=-223215, 4-18=-2481/29, 5-18=-2539/7 BOT CHORD 1-8=0/2354, 7-8=0/1587, 6-7=0/1587, 5-6=0/2354 WEBS 2-8=-455/96, 3-8=0/702, 3-6=0/702, 4-6=-455/96 NOTES. . . Unbalanced roof live loads have been considered for this design. - Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd=87mph; TCDL6.Opsf; BCDL=6.opsf; h25ft; B45ft; L28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 14-0-0. Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposéd;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Serni-rrgud pitchbreaks including heels Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 09/30/2016 j April 21 .2015 A& WARNING - Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 81/1.7473 gee. 02/1612015 BEFORE USE. -- Denrgn Valid for USC Only with Mifek connectors. This design is based only upon parameters shown, and is loran individual building component. Applicability 01 design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the ,esponsibillily 01 the ereclo,. Additional permanent bracing of the Overall structure is the responsibility of the building designer. For general guidance regarding fabiscatron. quolity control, storage. delivery, erection and bracing. consult ANSI/IT'll Quality Criteria. DSB-89 and BCSI building Component 250 Klug CircleSolely Inlormatfon available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314.. ' Corona, CA 92880 EXP. 09/30/2016 1 912 28-0-0 7-4-14 6-7-2 6-7-2 7-4-14 Scale = 1:47.2 4x6 = M-1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS. 3x4 = 3x4 3x4 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lc) 1/defi Lid TCLL 20.0 Plate GnpOOL 1.25 TC 0.51 Vert(LL) -0.15 6-8 >999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.55 6-8 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.12 5 n/a n/a BCDL 10.0 Code IBC2012/1P12007 (Matrix-M) PLATES GRIP MT20 220/195 Weight: 154 lb FT = 20% LUMBER- TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 DF No.2 G WEBS 2x4 OF Std G OTHERS 2x4 OF Std G BRACING. TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braèing. MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1120/0-3-8 (mm. 0-1-8) 5=1120/0-3-8 (mm. 0-1-8) Max Hors 137(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-51=-253917, 2-51=-2481/29,2-52=-2232/5.3-52=-2162/17, 3-53=-2162/17, 4-53=-223215, 4-54=-2481129, 5-54=-2539/7 801 CHORD 1-8=0/2354, 7-8=0/1587, 6-7=0/1587, 5-6=0/2354 WEBS 2-8=-455/96, 3-8=0/702, 3-6=01702, 4-6=-455196 NOTES. . Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.opsf; h=25ft; B45ft; L28ft; eave4ft; Cal. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 .. - Gable studs spaced at 1-4-0 oc. - This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard April 21.2015 A WARNING - vertty design pvan,qs-5 and READ NOTES ON THIS AND INCLUDED MITEIC REFERANCE PAGE *111.7473 me. 02/1612015 BEFORE USE. -- Design valid for use only with MiTch connectors. This design is based only upon parameters shown. and is for on individual building Component. Applicability of design parameters and proper incorporation of component is responsibility of building designer . not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during Construction is the responsibiltiry at the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labncotron, quality control. storage. deiruery, erection and bracing. Consult ANSI/TPII Qualify Criteria, DSO-89 and BCSi Building Component Safety tlifOrmaitoe available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Aleeond 250 Kiug Circleno, VA 22314. . Corona, CA 92880 6-7-14 12-6-0 18-4- I 2 25-0-0 I 6-7-14 5-10-2 5-10-2 6-7-14 Scale= 1:41.9 4x4 = 3 3x6 = ' - 3x4 = 3x4 = 3x4 = - 3s6 - - 8-1.4 . 7-9-8 Plate Offsets (X.Y)-- 11 :0-3-0.Edgel, 15:0-3-0.Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lc) lldefi Lid TCLL 20.0 Plate Grip DOL 1.25 IC 0.35 Vert(LL) -0.12 6-8 >999 240 TCDL 10.0 Lumber DCL 1.25 BC 0.57 Vert(TL) -0.41 6-8 >730 180 BCLL 0.0 Rep Stress lncr YES . WB 0.25 Horz(TL) 0.09 5 1 fl/a fl/a.... BCDL 10.0 Code 1BC2012/TPl2007 (Matrix-M) PLATES GRIP MT20 220/195 Weight: 92 lb FT = 20% LUMBER. BRACING- TOP CHORD 2x4 DF No.2 G TOP CHORD 801 CHORD 2x4 DF No.2 G . BOT CHORD WEBS. 2x4 DF Std G REACTIONS. (lb/size) 1=1000/0-3-8 (mm. 0-1-8),5=1000/0-3-8 (mm. 0-1-8) Max Harz 1=31 (LC 11) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-i5=-2247/18.2-15=-2195/32.2-16=-1978/10,3-16=-1918/21, 3-17=-1918/21, 4-17=-1978/10,4-18=-2195/32,5-18=-2247/18 Structural wood sheathing directly applied or 4-0-0 oc purlirns. Rigid ceiling directly applied or 10-0-00c bracing. Milek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 801 CHORD 1-8=0/2082, 7-8=0/1412, 6-7=0/1412, 5-6=0/2082 WEBS 2-8=--401187, 38=0/618, 3-6=0/618, 46=401l87 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd=87mph; TCDL=6.opsf; BCDL6.opsf; h=25ft; B45111; L=25f1; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psI bottom chord live load nonconcurrenl with any other live loads. 'This truss has beendesigned for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . . LOAD CASE(S) Standard . - ??,OFESSI CID Q,y 'C66864 rn ' * EXP. 09/30/2016 * OF C April 21,2015 WARNING - Verffi,r design pverneters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ins,. Omw20I5 BEFORE USE. -- - Design Vold for use only with MileS connectors, this deign is based only upon parameters shown. and is to, on individual building component. Applicability of design parameters and proper incorporation at component is responsibility of building designer- not truss designer. Bracing shown is for lateral support 01 individual web members only. Additional temporary bracing to insure stability during construction is the responsibility 01 the erector. Additional permanent bracing 01 the overall structure is the responsibility of the building designer. For general guidance regarding I e fabrication. quality control, storage. delivery, erection and bracing. consult ANSI/iPli Quality Criteria. 058-89 and BCSI Building Component 250 l(laq Circle Safety tidomynatton available from Truss Plate Institule, Yet N. Lee Street. Suite 312. Alexandria. VA 22314. Corona, CA 92880 18-4-2 25-0-0 6-7-14 5-10-2 5-10-2 6-7-14 Scale = 1:41.9 454 M1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS. 3 3x6 3A= 3x4 = 354• = 3=6 = Plate Offsets (xv)-- -. ,1 :0-3-0,Edgel, 15:0-3-0,Edgel . LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in (lc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.12 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.41 6-8 >730 180 BCLL 0.0 Rep Stress lncr YES WB 0.25 . Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code 1BC2012/TPl2007 (Matrix-M) - Weight: 132 lb FT= 20% LUMBER. . BRACING. TOP CHORD 2x4 OF No.2 G TOP CHORD BOT CHORD 2x4 DF No.2 G . .. BOT CHORD WEBS 2x4 OF Std G OTHERS 2x4 OF Std G REACTIONS. (lb/size) 1=1000/0-3-8 (mm. 0-1-8),5=1000/0-3-8 (mm. 0-1-8) Max Horz 131(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. - AJI forces 250 (lb) or less except when shown. TOP CHORD 1-47=-2247/18, 2-47=-2195/32, 2-48=-1978/10, 3-48=-1918/21, 3-49=-1918/21, 4-49=-1978/10, 4-50=-2195/32, 5-50=-2247/18 BOT CHORD 1-8=0/2082, 7-8=0/1412, 6-7=0/1412, 5-6=0/2082 WEBS 2-8=401/87, 3-8=0/618, 3-6=0/618.4-6=-401/87 Structural wood sheathing directly applied or 4-0-0 cc purliris. Rigid ceiling directly applied or 10-0-00c bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 71 Installation guide. NOTES. Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.opsf; BCOL=6.opsf; h=25ft; B45ft; L=25ft; eave=4ft; Cat. II; Exp B: enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. . -. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. - 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A WARNING - Verifyi:16.19nP-0maten and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE 111II-7473 rev. 02/16/2015 BEFORE USE. —_ * Design valid for use only with Milek connectors. This design is based only upon parameters shown. and is tar on individual building component. Applicability at design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the . . erector. Additional permanent bracing of the Overall structure is the responsibility at the building designer. For general guidance regarding fabrication. quality Control, storage. delivery, erection and bracing, consult ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Mug Circle Safely lnforn'loiton available from truss Plate Institute. 781 N. lee Street. Suite 312. Aiexandria, VA 22314. Cornea, CA 92880 C - I ELUDE DE-13 GABLE I Job Reference (optional) K1216632 Pacific ¶'iiss SAN DIEGO. Spring Valley, CA • 7.620 s Mar 272015 Milek Industries, Inc. Tue Apr 21 09:18:49 2015 Page I lD:Ag6UlSg9cwPtu74GyHCzz2zOX0i-BGWOEBvG8ASCcd62MtYJiHoZmGE0t - 4VjSizOWwa 6-8-0 I 13-4-0 6-8-0 6-8-0 Scale = 1:22.0 M-1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS. 4'4 -. 2 4.00 23 F12 25 17 3x4 I.SX4 - 3x4 - 6-8-0 13-4-0 6-8-0 6-8-0 --. -- - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-19 >999 240 MT20 220/195 TCDL 10.0 LumberOOL 1.25 BC 0.32 Vert(TL) -0.11 4-19 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.11 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code IBC2612ITPI2007 (Matrix-M) Weight: 49 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-00c purlirss. BOT CHORD 2x4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-00c bracing. WEBS 2x4 OF Std G Milek recommends that Stabilizers and required cross bracing OTHERS 2x4 OF Std G , be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1=533/0-3-8 (mm. 0-1-8),3=533/0-3-8 (mm. 0-1-8) Max Hors 117(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1036/79, 2324a801/30, 2-24-798/41, 2-25-798/41, 25-26-801/30, 3-26=-1036179 BOT CHORD 1-4=-94/1137, 3-4=-94/1137 WEBS 2-4=0/265 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd=87mph; TCDL=6.opsf; BCDL=6.opsf; h=25f0; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B: enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-0, Exterior(2) 6-8-0 109-8-Ozone; cantilever left and right exposed ; end vertical left and right exposed;C-c for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - - A plate rating reduction of 20% has been applied for the.green lumber members. "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard . April 21,2015 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK R.EFER.ANCE PAGE 6111-7473 'n. 02fl6f1915 BEFORE USE. Design =0110 for use only with Milek connectors. This design is based only upon parameters shown, and is loran individual building component. Aplcabitity of design parameters and proper incorporation of component is responsibility 01 budding designer - not truss designer. Bracing shown is to, lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the i e erector, Additional permanent bracing of the overall structure is the responsibility at the building designer. For general guidance regarding fabrication. guotly Control, storage, delivery, erection and bracing. consult ANSIITPII Quality Criteria, B-89 and BCSI Building Component - 250 Klug Circle Information available from truss Plate Inslitute, 781 N. Lee Street. Suite 312. Aleuondra, VA 22314. - . Corona, CA 92880 ID:Ag6UlSg9cwPtu74Gyt-bCzz2zOX0i-fTDwcaCX1 RlJpmClb4OnswqvoAWW7BPt I)kFG jZOWWZ 3-11-14 6-8-0 9-4-2 134-0 - 3-11-14 2-8-2 2-8-2 3-11-14 Scale = 1:23.6 4x6 II Spec cia! 4x8 = 4-10-9 8-5-7 13-4-0 - 4-10-9 3-6-13 4-10-9 Plate Offsets (XV)-- 11:0-1-14.0-0-01. 15:0-1-14.0-0-01, 16:0-7-0.0-4-41, 17:0-7-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (1c) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.10 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.29 6-7 >542 180 BCLL 0.0 • Rep Stress lftcr NO WB 0.65 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code lBC2012ITPl2007 . (Matrix-M) . . Weight: 116 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purli ns. BOT CHORD 2x6 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G - REACTIONS. (lb/size) 1=3874/0-3-8 (mm. 0-2-1),5=3874/0-3-8 (mm. 0-2-1) Max Harz 1=-16(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8257/0, 2-3=-8124/0, 3-4=-812410, 4-5=-8257/0 BOT CHORD 1-7=017836.6-7=0/5672,5-6=017836 WEBS 3-7=0/3191, 3-6=0/3191 NOTES- 2-ply truss to be connected together with lOd (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - I row 910-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute Only loads noted as (F) or (B), unless otherwise indicated. Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vulturllomph (3-second gust) Vasd=87mph; TCOL=6.Opsf; BCDL=6.opsf; h=25ft; B=45ft; L=24ft; eave=oft: Cat. II; Exp B: enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL1 .60 plate grip DOL=1.60 . This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Girder carries tie-in 28-0-0 from 0-0-0 to 13-4-0 span(s): . f Ess' O4 "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. c?'0 , ?PLL 4, '<C' Special hanger(s) or other connection device(s) shall be provided starting 910-1-12 from the left end to 13-2-4 sufficient to connect <- truss(es) (1 ply 2x4 SP) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others, . C 66864 rn . LOAD CASE(S) Standard - yXP. 09/3012016 * 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 ___ Uniform Loads (plf) . Vert: 1-5=-534(F=-514),1-3=-60, 3-5-60 OF C April 21,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED N/TEN REFERANCE PAGE P40-7473 we. 02/16/2015 BEFORE USE. -- Design vok(j for use only With MiteS connectors. This design is based Only upon parameters shown, and is for on individual building Component. I Mil Applicability at design poronrelen and proper incorporation at component is responsibility at building designer - not truss designer. Bracing shown I is to, lateral support at individual web members only. Additional temporary bracing to insure stability during construction is the responsibility at the erector. Additional permanent bracing of the overall structures the responsibility at the building designer. For general guidance regarding I M ilek' tabncatron quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BC5t Befldlrig Component I 250 Klug Circle Solely briormaftee available from Truss Plate Instilure, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. . . Cornea. CA 92880 Symbols PLATE LOCATION AND ORIENTATION -1 Center plate on joint unless x.y offsets are indicated. Dimensions are in ft-in-sixteenths. • Apply plates to both sides of truss and fully embed teeth. O-6" For 4 x 2 orientation, locate plates C)- from outside edge of truss. This symbol indicates the required direction of slots in - connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use I or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint. number where bearings occur. __ Min size shown is for crushing only. Industry Standards: ANStfTPI I: National - Design Specification for Metal ?(oe Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety InformatiOn, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS a 0 U a- 0 I- BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETIERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. - CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, E5R1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published - byAWCin the 2005/2012ND5 SP represents ALSC approved/new values with effective dote of June 1, 2013 © 2012 MiTek@ All Rights Reserv.ed - MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 01/29/2013 a General Safety Notes S. Cut members to bear tightly against each other. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. Ii. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Top chords must be sheathed or purtins provided at spacing indicated on design. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Connections not shown are the responsibility of others. Do not cut or alter truss member or plate without prior approval of on engineer. Install and load vertically unless indicated otherwise. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Review all portions of this design (front, back, words and pictures) before use. Reviewing picturc5 alone is not sufficient. Design assumes manufacture in accordance with AI'JSI/TPI 1 Quality Criteria. FailUrefo Follow Could Cause Property Damage or Persona) Injury I. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor a bracing should be considered. 9 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 4rc Geotechnic'al Explor'ation, Inc. SOIL AND FOUNDATION ENGINEERING ó GROUNDWATER 4 ENGINEERING GEOLOGY V * 09 December 2013 V / Mr. Chad Delude V Job No. 13-10423 P.O. Box 235344 V Encinitas, CA 92024 V V Subject: Foundation Plan Review and UDdated Soil Design Parameter Recommendations V V Delude Residential Lot V 1107 Oak Avenue V Carlsbad, California V V Dear Mr. Delude:. In accordance with your request and. as required by th City of Carlsbad, Geotechnical Exploration, Inc. hereby provides this update letter and confirms that we have reviewed the previous geotechrücal report and the 'pertinent parts of the foundation and structural plans dated November 22, 2006. The reviewed plans were-prepared by Wright Design and stamped by Nader Hedjran for the subject project. The plans were found to be in general conformance with the geotechnical report issued by Soil Testers dated February 8, 2007, and our update soil parameter recommendations (see -Appendix A). • ' V The grading of the, residence pad has been completed under observation and soil testing by Soil Testers, however, their compaction report was not available for our V review. As such, we observed two test excavations placed on the building pa'd, exposing 2.5 to 3 feet of compacted fill over dense natural ground materials. It is our opinion that the surface soil will require moisture conditioning and recompaction to a depth of' 1 foot prior to foundation excavations. The test results obtained during the* grading observations will be presented in an as-graded report at the 7420 TRADE STREET® SAN DIEGO, CA. 92121 (858) 549-7222 :el FAX: (858) 549-1604 0. EMAIL: geotech@gel-sd'.com L5elude Residential Lot Job No. 13-10423 Carlsbad, California Page 2 completion of the final soil preparation. Additional recommendations may be provided by our firm during additional or pending soil preparation, as warranted., The findings and opinions presented herein have been made in accordance with currently accepted principles and practice in the field of geotechnical engineering in the. City of Carlsbad. No warranty, either expressed or implied, is made. If you have any questions regarding this letter, please contact our office. Reference to our Job No. 13-10423 will help expedite a response to your inquiry. Respectfully submitted, GEECHNICAL EXPLORATION, INC. Ja?3JLser, Senior Project Geologist Ja4OF P.E. R.C.E. 34422/G.E. 2007 Senior Geotechnical Eng neer Ce No. 002007 II rn %\ Exp/30/ê II. OF CPt' APPENDIX A We recommend that the following basic soil design parameters be used in the design of the house and any site CMU retaining Walls. Slabs on grade (on Properly prepared soils): 4" slabs withNo. 3 steel bars at 18" on center each way. Concrete slab underlayment may consist of a 2" thick layer of sand and a 15-mil Stego Wrap membrane over 2" of sand. Foundations: May be designed for an allowable soil bearing capacity of 1,500 psf for foundations embedded at least 18 inches into properly compacted and moisture conditioned soils or dense formation. The allowable soil bearing capacity may be Increased 33 percent when the structural design loading Includes seismic or wind loading. It is recommended that all footings have at least four No. 4 steel bars. Lateral Resistance: An allowable passive resistance of 300 pcf may be used to calculate the lateral load resistance for foundations embedded into dense formational soils or properly compacted fill and the horizontal distance in front of the embedded foundation is at least 3 times the depth of embedment. A frictional force may be used in combination of the allowable passive resistance by multiplying the dead load of the foundation, or structure being considered, times a 0.35 friction coefficient. RETAINING WALL SOIL PRESSURES (ASSUMING THE BACKFILL CONSISTS OF LOW EXPANSIVE IMPORTED SOIL) . . Unrestrained retaining Walls: Active soil pressure is 36 pcf for level backfill; 52 pcf for 2 to 1 sloping backfill. Restrained Retaining Walls: At rest soil pressure is 56 pcf for level backfill; 77 pcf for 2 to 1 sloping backfill. . Seismic Soil Increment: 10 pcf. The pressure distribution may be assumed triangular and starting with zero at the top of the wall and the maximum pressure *at the bottom. The basement restrained walls may neglect the seismic load soil increment. At a minimum, the wall backfill should extend from the back face of the wall to a horizontal distance equal to one-half the height of soil retention behind the heel of the foundation. The walls should be provided with proper waterproofing, back drain with a Geodrain board such as Miradrain 6000, and a perforated subdrain in an envelope of gravel and geofabric, or consist of Total JDrain or equivalent.. Surcharge loads Loads behind retaining walls may be converted to equivalent horizontal loads by multiplying the vertical load surcharge by a 0.31 coefficient for unrestrained retaining walls, and by 0.47 for restrained retaining walls. 1 P.O all . Box 119 L9IL Lakeside Californi February 8, 2007 9204 (619).44.3.-006 Mike O'Gara, P. 0. Box 1633 Carlsbad, California 92018 Subject: rile No. 1106F5-!07 SITE TNSPECIION Proposed Residential Building Site 1103 Oak Avenue City, of Carlsbad Dear Mr. O'Gara: SCOPE In accordance with your request, a Site Inspection has been performed at the subject site. The purpose of this investigation was to examine existing site conditions and provide engineering, recommendations. for the two,. proposed one-story, single-family residential structures,. HELD INSPECTION In order to acconiplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils Representative samples of the on-site soils were obtained from two test explorations approximately three feet in depth and tested for density, shear strength and expansive characteiistics. srrE CONDnONS The subject Site isa residential parcel located on the south side of Oak Avenue. The parcel is relatively level with an approximate two degree inclination from east to west. A one-story, single-family residence with detached garage presently occupies the property. Adjacent properties are occupied by residential structures.Man-made fill soils were encountered to a depth of approximately 1 5 feet during .the course of this inspection, however, native soils were loose and compressible to approximately three feet in depth Mike O'Gara File No. 1106F-07 February 13, 2007 SOIL CONDITIONS Soils encountered in Test Exploration No. 1 on the southeast side of the site were loose top soils with loam and roots to approximately 6 inches in depth. The top soils were underlain by native, firm, lightly cemented but porous, tan,, silty fine sands to the bottom of the excavation, approximately three feet in depth In Test Exploration No 2 on the southwest side of the site we encountered fill materials consisting of approximately 6 to 10 inches of loose topsoil.underlain by loose to firm, light brown, silty fine sands to approximately 1.5 feet in depth. The fill soils were underlain by native, firm, lightly cemented but porous, light red brown, silty fine sands to the bottom of the exploration, approximately three feet in depth.. None of the soils we encountered were considered to be detrimentally expansive with respect to change in volume with change in moisture content and will require'no special recommendations to resist expansive soils. CONCLUSIONS AND RECOMMENDATIONS The existing fill materials and loose native soils we encountered should not be utilized to support the proposed new structures. In order to provide adequate support, the loose soils should be excavated to finn natural ground (approximately 3 feet in depth), replaced and recompacted to 90 percent compaction in accordance with the following Grading Specifications. The recompaction should extend. at least . feet outside the proposed building footprint. Any deleterious material that may be encountered should be removed prior to recompaction. 2. No special foundation design to resist expansive soil is necessary. Conventional spread footings founded a minimum of 12 inches below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above may, be used for foundation support Footing widths should be at least 12 inches for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements. These recommendations are based upon the soil type only and do not take into consideration structural requirements. .3. Reinforcing in footings should consist of at-least one #4 steel bar placed continuously in the top and 'bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings is dictated by the structural requirements These recommendations are based upon the soil type encountered. and do not take into consideration the proposed bearing load. 4 Concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6.-1.0/10 welded wire mesh. The sand subbase (sand blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs 2 Mike O'Gara, File No. .1i06F07 February 13,2007 should either have, a conventional thickened edge or 'be poured monolithically' with continuous footings at the slabs perimeter. Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge The thickened edges or monohthic footings should extend completely around the slab's perimeter. Construction and expansion Joints should be considered slab edges Maximum spacing of expansion joints is 50' for mtenor slabs and 30' for exterior slabs 5. A representative sample of the fOundation soil was remolded. to 90% of maximum dry density. Based on the following test results, a safe allowable bearing value of at least 2500 pounds per square foot for 12 inch deep footings may be used in 'desigiilng the foundations and, slab for the proposed' structures. This value may be increased by one third for wind and/or seismic loading Soil Description 'Light redbrown. silty sand Depthof Sample E2,1.5 -3' Angle of internal friction 370 Cohesion 163 psf Unit.weight 117:5 pcf Maximum Dry Density. 130.5 pcf 'Optimum 'Moisture Content: 9.3% Expansion. Index' . 23 For any grading proposed or contemplated. for this project, the following grading specifications should be utilized. 'RECOMMENDED GRADING SPECIFICATJONS Proposed Residential Building Site 11,03 Oak Avenue City ofCadsbad GENERAL: Soil Testers and 'Soil Engineer' are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any jurisdictive governmental agencies. They art to be allowed adequate access' so that the inspections and tests' may be performed. The "Soil' Engineer shall be apprised of schedules and any unforeseen soil conditions Substandard conditions or workmanship, inadequate compaction, advets weather, or deviation from the lines and grades shown on the plans, etc, shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services. 3 MilceO'3ara S FileNo. .1106F-07 February 13, 2007 Deviations fron the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in wnthig by the owner and the contractor and endorsed by the soil engineer: SOIL TEST METHODS: Maximum Density. & Opt Moisture -= ASTM D1557-70 Density ofSoiin-Place -- ASTM D1556, D2922 and D3017 Soil Expansion -, UBC STANDARD 29-2 Shear Strength ASTM D3080-72 (3ra4ation&Gtain Size -- ASTM Dl 140-71 Capillary Moisture Tension - AISTM D2325-68 Organic Content -- % Weight loss after heating for 24 hours at 300° F and after deducting soil moisture LIMITING SOIL CONDITIONS Minimum Compaction 900/6 for disturbed' soils (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. 95% for pavement subgrade. within 2' of finish grade and pavement base course Expansive Soils Expansion index exceeding 20 Jnsucient fines Less than 40% passing the #4 sieve Oversized Particles Rocks over 10" in diameter. PREPARATION OF AREAS TORECEWE FILL: Brush, trash, debns and detrimental soils shall be cleared from the areas to receive fill Detrunental soils shall be removed to finn competent soil Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width Scarify area to receive fill to 6" depth and compact FILL MATERIAL shall not, contain insufficient fines, oversized particles, or excessive organics On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be compacted and tested.. SUBDRMrS shall be installed if re4ui1ed by and as directed by and detailed by the soil 1. engineer and shall be left operable and unobstructed They shall consist of 3" plastic perforated pipe set in a. minimum cover of 4" of filter rock in a vee' ditch to intercept and drain free ground from the mass fills Perforated pipe shall be schedule 40, Poly-Vinyl-Chlonde or Acrylonitnie Butadienne Styrene plastic Rock filter material shall conform to the following gradation MlkeO'Gára File No. 1 106F-07 :February 2QO7- Sieve size: 3/4" #4 #30 #200 %Passing: 90-100 25-50 5-20 0-7 Subdr.ubdifl; sM be. set at: a :niiniinun gradient of 0.2 to d1ain. by gravity and shaft be 'teste4 -by dye flushmg before acceptance Drains found inoperable shall be excavated and replaced CAPPING EXPANSiVE SQILS If capping expansive soils with non-expansive soil to mitigate the e,cpa lye potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions -around the :tj-iIije are 'maintained. The expansive soils imderlying the cap of hon-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap The non-expansive soil comprising the -cap should, conform- to the following: Minimum Compaction 90% Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN coNr)rnoNs; Soil Testers assume no, responsibility for conditions,. which differ from those, described in the applicable current reports and documents for this property Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and. payable. If it is .necessary for the soil. 'engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect; the soil engineer shall not be held liable for any damages that might result from his unfavorable report' If we- can be of any fluliher assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely, appreciated Respectfully sUbmitted, Lu E 1,650 07 ip JCS/SS 5 (City of Carlsbad CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 - www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name DELUDE RESIDENCE Project ID: CT/MS: Building Permit Plan Check Number: CB151310 Project Address: 1107 OAK AV A.P.N 205-020-54-00 Project Applicant (Owner Name): CHAD DELUDE Project Description: NEW SFD Building Type Residential: I NEW DWELLING UNIT(S) 1,321 Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area - Commercial/Industrial: Net Square Feet New Area City Certification of Applicant lnformation:6.t4&.7')'t0t -tL Date 06/04/2015 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) Encinitas Union School District- By appointment only 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 x1166 D Vista Unified School District D San Marcos Unified School District 1234 Arcadia Drive 255 Pico Ave Ste. 100 Vista CA 92083 (760-726-2170) xt San Marcos, CA 92069 (780-290-2649) 2222 Contact: Nancy Dolce (By Appt. Only) [J San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491 x 5514) Certification of Applicant/Owners. The person executing this declaration ("Owner) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: De 8-34 • • Page 1 of 2 . Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE Eva i CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 6-34 Page 2of2 Rev. 03109 '4 CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Develooment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carisbadca.gov Project Address: //0 04 4E Permit No.: Information provided below refers to worli being 'done on the above mentioned permit only. This form must be completed and returned.to the Building Division before the permit can be issued. - Building Dept. Fax: (760) 602-8558 D Number of new or relocated fixtures, traps, or floor drains............. .. New building sewer line? .........................................................................................Yes ,No - Numberof new roof drains? ............................. . ................................................................................... 3 . ...................................... 9 Install/alter water line? .................................................................................................. Numberof new water heaters? .......................................................................................... Number of new, relocated or replaced gas outlets? ....................................................................... 0 Numberof new hose bibs? .................................................................................................................. 2— Residential Permits: New/expanded service: Numberofnewamps: sy,,tq £L JJ255C j S Minor Remodel only: Yes No / -/ Commercial/Industrial: Tenant lmprovement:Number of existing amps involved/n this Number of new amps involved in this H New Construction Amps per Panel: Single Phase ...............................................................Number of new amperes________________ Three Phase ................................................................... Number of new amperes________________ Three Phase 480.........................................................Number of new amperes________________ Numberof new furnaces, A/C, or heat pumps? ............................................................................ New or relocated duct woth7 .......................................................................... Yes _sV No Numberof new fireplaces' ................................................................................................................0 Numberof new exhaust ............................................................................................................ 2_. Relocate/install vent? ........................................................... . ................................................................ o Numberof new exhaust hoods?........................................................................................................./ Numberof new boilers or compressors? ........................................................... Number of HP .0 B-18 Page 1 of 1 Rev. 03/09 CB15131O11O7OAK" DELUDE RES- NEW MAIN HOME 1321 SF & g4sFcovEREDERy (ATTACHED r2 I S 11 /f5 lip FinaN nspecflonrequfredby ;i;e:: 5is q/- ei(- c-1 __________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /øJis (oJ iJ i WMA __ 0 SW I ISSUED Approved Date By BUILDING _________ PLANNING ENNEENG FIRE Expedite? Y N DIGITAL FILES Required? V N HazMat APCD Health Forms/FeeE Sent Recd Due? By Ericina j Y NFire V N HazHeaIthAPCD V N PE&M iI fIJ 15—V N V NSewer V N Stormwater S V N Special Inspection Y N CFD: V N LandUse: Density: ImpArea: 1W: Annex: Factor: Date Date Date Date C Engineering Fire Need? S El Done 0 Done 0 Done 0 Done City of Carlsbad 1635 FaradayAv Carlsbad, CA 92008 05-18-2016 Plan Check Revision Permit No:PCR16080 Building Inspection Request Line (760) 602-2725 Job Address: 1107 OAK AV CBAD Permit Type: PCR Status: ISSUED Parcel No: 2050205400. Lot #: 0 Applied: 05/03/2016 Valuation: $0.00 Construction Type: 5B . Entered By: SLE Reference #: . CB151310 . . Plan Approved: 05/18/2016 PC #: . . Issued: 05/18/2016 Project Title: . DELUDE: REVISIONS TO MASTER . Inspect Area: BED LAYOUT- RELOCATE CLOSET AND SHEAR WALL Applicant: * . Owner: CHAD DELUDE DELUDE CHAD 1107 OAK AVE -. . . P 0 BOX 2353*44 CARLSBAD CA 92008-1928 . ENCINITASCA92023 1 760-216-0988 . PlanCheck Revision Fee , - . $65.00 Fire Expedited Plan Review . $0.00 Additional Fees . $0.00 Total Fees: $65.00 Total Payments To Date: $65.00 Balance Due: $0.00 $ ( 4 FINAL APPROVAL Inspector: , Date: , Clearance: NOTICE Pease take NOTICE that approval of your project indudes the Iron ci fees, dedficabons, reservations, or Other exactions hereafter cxletively referred to as fees/exadions." You have 93 days from the date this permit was issued to protest in1x,stici of these fees/exadmons. Ifyouprotestthernyouniist follow the prOtest procedures set forth in Gvemmrd Code Section 620(a), and file the protest and any other required infcnreticn with the City IVIanager for processing in accordance wth Carlsbad Mjnidpal Code Section 332.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their irrpcsition. You are hereby FURTHER NO11 FlED that your right to protest the specified fees/exactions DOES NOT APPLY to water and seer connection fees and capacity changes, mu planning, zoning, grading or other sirrilar application processing or service fees in comedian with this project. NOR DOES IT APPLY to any f/exaotian.s of whio'i you have rieiaiy been cven a NOTICE srilar to this, or as to w4di the statute of limitations has creicusIv othe4se edred. City of PLAN CHECK REVISION Development Services L (~~ Building Division Carlsbad B-1 APPLICATION RECEIVED 1635 Faraday Avenue 5 760-602-2719 MAY o 3 2016 www.carlsbadca.gov CITY OF CARLSBAD Plan Check Revision No. 212j(.p -SO Origin Project Address 1107 Oak Ave Carlsbad CA 92008 Contact Chad Delude Ph 7602160988 Email cbdelude@gmail.com Contact Address 1107 Oak Ave General Scope of Work modfied layout Date 4/19/2016 Fax City Carlsbad Zip 92008 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans Calculations Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets / Shear wall in Master Bedroom was moved to relocate the Master bedroom Closet to North wall. All footings, hold downs, and shear wall were moved and inspected. The shear wall number and hold-downs were not affected. '49 Does this revision, in any way, alter the exterior of the project? fl Yes F71 No Does this revision add ANY new floor area(s)? Yes F71 No Does this revision affect any fire related issues? fl Yes F71 No Is this a complete set? F Yes F,71 No £Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Eb: 760-602- 2719 E: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov (0 0 cY) 0 0 (0 0- 0 > 0 0 - 0 r- <LI) o2 0 LI) o '— '— LID 0 c'\J 0 - Delude Main Residence Shearwall Schedule 4/28/2016 SUMMARY OF LATERAL DESIGN FOR E0/WIND LOADS Abase Adepth Ht (It) Grid - Veq (psf) VWifld (psi) Effective EQ Load (Ibs) Wind Load (Ibs) Governing Lateral Load (Ibs) Shear Wall Length (It) Gross Uplift inr Plate Total Wall Length (It) Unit Shear (V S) Lbs of Fhea l Holdowns First Floor A 30 55 -8.3 24 8 6848 2880 6848 5+6+5+6 22 311 2490 2 HDU5 B 30 55 8.3 24 8 6848 2880 6848 5+8.5+7+55+4.5 30.5 225 1796 1 HDU2 1 13.5 30 8.3 24 8 1681 1296 1681 5+5+11.5 21.5 78 625 1 N/A 2 34 30 8.3 24 8 4233 3264 4233 8+8 16 265 2117 2 HDU4 3 36 28 8.3 24 8 4183 1 3456 1 4183 1 10.5 - 10.5 398 1 3187 1 3 1 HDU4 4 21 25 8.3 24 8 1 2179 1 2016 1 2179 14+4+4+41 16 1 136 1 1089 1 1 1 N/A