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Home My WebLink About1109 OAK AVE; ; CB132556; Permit02-11-2014 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW130336 Job Address: Permif Type: Parcel No: Reference #: CB#: CBI 32556 1109 OAK AVCBAD SWPPP 2050205400 Lot#: Project Title: Priority: Applicant: DELUDE CHAD P O BOX 235344 ENCINITAS CA 92023 DELUDE: 493 SF ACCESSORY DWELL W/ FOUNDATION FOR MAIN HOME AND GARAGE M Status: Applied: Entered By: Issued: Inspect Area: Tier: Owner: DELUDE CHAD P O BOX 235344 ENCINITAS CA 92023 ISSUED 10/17/2013 JMA 11/26/2013 PD 1 Emergency Contact: CHAD DELUDE 760-216-0988 SWPPP Plan Check SWPPP Inspections Additional Fees $52.00 $221.00 $0.00 TOTAL PERMIT FEES $273.00 Total Fees: $273.00 Total Payments To Date: $273.00 Balance Due: $0.00 FINAL APPROVAL DATElj^fil SIGNATURE THE FOLLOWING APPROVALS REQUIRED PRIORTO PERMIT ISSUANCE: ] PLANNING NGINEERING BUILDING • FIRE • HEALTH • HAZMAT/APCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov PlanCheckNo. Q^l^- Zq<^h Est. Value ^ SU^ O ^1 Plan Ck. Deposit JOB ADORESS >9 SUITE#/SPACE#/UNIT# APN zos" - ozo -5-V CT/PROJECT » LOT # PHASE # # OF UNITS / # BEDROOMS / # BATHROOMS / TENANT BUSINESS NAIVIE CONSTR. TYPE occ. GROUP DESCRIPTION OFWORK: fcc/uiJe Square Feet of AffectetiAreafsi GARAGE (SF) EXISTING USE PROPOSED USE PATIOS (SF) 23 DECKS (SF) FIREPLACE AIR CONDITIONING YES I INO FlRESPRINKLERS YES^NOj I APPLICANT NAIVIE (Primary Contact) ADDRESS APPLICANTNAME (Secondary Contact) ADDRESS CITY STATE ZIP 920Z3 STATE ZIP PHONE 7do 2,1 fj, 09tt FAX PHONE FAX EMAIL EMAIL PROPERTY OWNER NAIVIE CONTRACTOR BUS. NAIVIE ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC.# CITY BUS. UC.(( (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law (Cnapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis forthe alleged exemption. Any violaUon of SecUon 7031.5 by any applioantfor a permit subjects the appiicantto a civil penalty of not more than five hundred dollars ($600)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self-insure for workers' compensation as provided t)y Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as retjuired by Seciion 3700 ot 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 PoiicyNo Expiration Date action need not be completed if the permit is for one hundred doiiars ($100) or less. ^Certificate of Exemption: I certify that In the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensalion Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (SIOO.OOO), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. JS^ CONTRACTOR SIGNATURE • AGENT DATE / hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: [ I I. as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If nowever, the building or improvement is sold within one year of completion, the owner-buiider will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section / Business and Professions Code for this reason: N 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. yT^Yes j |No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3,1 have contracted with lhe following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person lo coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): /^PROPERTY OWNER SIGNATURE QAGENT DATE /CY . . : "'t^'> Is Ihe applicant or future building occupanl required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? • Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • Yes • No Is the facility to be constnided wilhin 1,000 feet of the outer boundary of a school site? • Yes • No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby atfirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address Icertifythatl have read theappllcation and state that the above infomiation is conectand that the Infonnation on the plans Is arcurate.l agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Cartsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HAIRLESS 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 pemiit is required for excavations over 5'0' deep and demolition or constaiction of stmctures over 3 stories in height. EXPIRATION: Every pemiit issued by the BuildingQJfcial under the provisions of this Code shall expire by limitation and become null and void if the building or worit authorized by such pemiit is not commenced within 180 days from the dale of such pemilt or if lh§jKlinin^r^^«l^auViorized by such pemiit is suspended or abandoned at any lime after the wortt is commenced for a period of 180 days (Section 106.4.4 Unifomn Buikling Code). ^APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB132556 Type: RESDNTL 2DU Date Inspection Item 03/18/2015 89 Final Combo 03/18/2015 89 Final Combo 03/11/2015 29 Final Plumbing 02/05/2015 39 Final Electrical 12/15/2014 33 Service Change/Upgrade 09/18/2014 17 Interior Lath/Drywall 09/17/2014 17 Interior Lath/Drywall 09/02/2014 84 Rough Combo 08/25/2014 24 Rough/Topout 08/25/2014 34 Rough Electric 08/21/2014 24 Rough/Topout 07/09/2014 31 Underground/Conduit-Wirin 05/29/2014 13 Shear Panels/HD's 04/29/2014 15 Roof/Reroof 02/14/2014 11 Ftg/Foundation/Piers 02/12/2014 11 Ftg/Foundation/Piers Inspector PD PD PD SP PB PD PD PD PD PD PD PD PD PD Act AP Rl Rl NR AP AP CA AP CO CO CA PA AP AP AP CO DELUDE: 493 SF ACCESSORY 2DU 23 SF PATIO// PAD ONLY FOR MAIN HOM Comments PM PLEASE PM PLEASE Friday, March 20, 2015 Page 1 of 1 MPiR-19-2015 07:£8fl FROM: 7609436920 TO:817606028560 P.l INSPECTION RECORD Cirir 0' CARLSBAD BulleRnoDMllon a msKcnoN RicoRo CARO WITH AmioveD KANSIWMT M Km-OM THE JOB B CAU REFOBB St3iLm*On NEXT WORK DAV INSMtCTIOM a FOR BimiMM INtKCTION CAUt OKOOTOi lenenei.emrtwhMlltm^inimulUU^ AMn CtmtrUH HtfUBxt Inspectton* PATC; /..'7 CB132S5^^ 1109 OAKAV DELUCE 493 SF ACCESSORY 2DU » SF PAT»0// PAD ONI Y POR MAIN HOME=1 973 SF W/748 SF CAR . RESDNTL 20U Lol# DELUDE CHAD RD COPY VIS RaqulrwIPirlarMHMiiMKina RiriMintnMrtiraMCiiMfVES iMiMCMr y 1 ctm ttmiwMHiio mnntiiowi t 7MMM-M9I CMiM«Me2pm C J RreAreventlon 7«0402-4«M A«aw4«Min D U I L O 1 N Mt nunmiOM r t c T r? I c A L MS KiitniicB»«m •M RwwMBfeme 2^ m MMomnrmmoiir aflMNir DWAILQIUIM m nurovDUAie ^ —' •M HML ,Mt:Cf!Ai\tlCAf. fM aMierAMfiiuii •rii.inilL''*! EsGil Corporation In <PartnersHip witH government for (BuiCding Safety DATE: FEB. 04, 2014 • APPLICANT ^a<juRis. JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-2556 (REV. #1) SEJ^J^H^ PROJECT ADDRESS: 1109 OAK AVE. PROJECT NAME: TWO - CAR GARAGE FOR DELUDE I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. [ I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: CHAD DELUDE P.O. BOX 235344, ENCINITAS, CA 92023 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHAD Telephone #: Date contacted: (by: ) Email: CBDELUDE(g).GMAIL.COM Fax #: Mail Telephone Fax In Person XI REMARKS: The applicant to slip sheet Set IV plans into Set III Plans at the building department. By: ALI SADRE, S.E. Comment: yAccessory unit & SFR foundation were under original permit. EsGil Corporation • GA • EJ • MB • PC 1/29 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In PartnersHip witH government for (BuiCding Safety DATE: JAN. 17, 2014 • APPLICANT Jd JURIS. JURISDICTION: CARLSBAD ] • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-2556 (REV. #1) PROJECT ADDRESS: 1109 OAK AVE. PROJECT NAME: TWO - CAR GARAGE FOR DELUDE I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI 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 I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: CHAD DELUDE P.O. BOX 235344, ENCINITAS, CA 92023 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHAD Telephone #: Date contacted: \ )X-V (by: ][\^mail: CBDELUDE(5).GMAIL.C0M Fax #: Mail Telephone Fax In Person CORRECTIONS: #1J: Revise Sheets S2 & S3 to match the floor plans for the exterior garage wall, which should be 22' wide. The foundation to be demoed in the future is shown at the wrong location; #2): Submit (3) revised, stamped & signed sets of plans to the city for review & approval. By: ALI SADRE, S.E. Comment: /Accessory unit & SFR foundation were under ohoinal permit. EsGil Corporation • GA • EJ • MB • PC 1/08 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-2556 (REV. #1) JAN. 17, 2014 JURISDICTION: CARLSBAD (REV. #1) [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLANCHECKNO.: 13-2556 DATE: JAN. 17, 2014 PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 1109 OAK AVE. BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION AREA ( Sq. FL) Valuation Multiplier Reg. Mod. VALUE ($) GARAGE 484 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance • Plan Check Fee by Ordinance Type of Review: • Repetitive Fee I Repeats • Connplete Review • Other 0 ilouik EsGil Fee Based on hourly rate Connments: $290.00 • structural Only $116.00 Hrs. $232.00 Sheet 1 of 1 macvalue.doc -^ EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: DEC. 20, 2013 • APPLICANT J*" JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: 13-2556 SET: II PROJECT ADDRESS: 1109 OAK AVE. PROJECT NAME: ACCESSORY UNIT & SFR FOUNDATION FOR DELUDE I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. X The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I i The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: CHAD DELUDE P.O. BOX 235344, ENCINITAS, CA 92023 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHAD Telephone #: Date contacted: (by: ) Email: CBDELUDE(q),GMAIL.COM Fax #: Mail Telephone Fax In Person X REMARKS: Provide a letter from the soils engineer confirming that th^unji^'on/ grading plan,* spec's have been reviewed and it's been determined that the report recpmniendations are prqperly incorporated inWiheiplgns. ^auMA lui<fW-.t)r/i^ .t-c ruAM-i By: AL. SADRE, IVOT ^^surel' EsGil Corporation • GA • EJ • MB • PC 12/17 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: OCT. 28, 2013 • APPLICANT JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: 13-2556 SET: I PROJECT ADDRESS: 1109 OAK AVE. PROJECT NAME: ACCESSORY UNIT 86 SFR FOUNDATION FOR DELUDE r~| The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. \~\ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I [ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. xl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: CHAD DELUDE P.O. BOX 235344, ENCINITAS, CA 92023 [~1 EsGil Corporation staff did not advise the applicant that the plan check has been completed. Xl EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CHAD Telephone #: Date contacted: \ Email: CBDELUDE(a)GMAIL.COM Fax #: ^ail ^ .Telephone Fax In Person r~\ '^a'\ • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ • MB • PC 10/21 9320 Chesapeake Drive, Suite 208 • San Diego, Caiifomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-2556 OCT. 28, 2013 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLANCHECKNO.: 13-2556 JURISDICTION: CARLSBAD PROJECT ADDRESS: 1109 OAK AVE. FLOOR AREA: ACCESSORY UNIT = 493; PORCH = 23 STORIES: HEIGHT: 14' ONE REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/17 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/21 DATE INITIAL PLAN REVIEW COMPLETED: OCT. 28, 2013 PLAN REVIEWER: ALI SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2010 edition ofthe California Code of Regulations (Title 24), which adopts the following model codes: 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless ofthe code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD 13-2556 OCT. 28, 2013 PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2010 California Residential Code, which adopts the 2009 IRC, 2009 UMC, 2009 UPC and the 2008 NEC. Section R106.2. Revise General Note #1. Sheet CS, referring to UBC. 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design ofthe building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." • FIRE PROTECTION 5. An automatic residential fire sprinkler system shall be installed in single- family dwellings. Please clearly note this on the plans. Section R313.2. 6. Dimension eave projections on site plans. Table R302.1. 7. Show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315: a) Outside each separate sleeping area in the immediate vicinity of the bedrooms. • NOTE: When more than one carbon monoxide alarm is required to be installed, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the unit CARLSBAD 13-2556 OCT. 28, 2013 • STRUCTURAL 8. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10'. Section R401.3. 9. Where id detail 10/D1 cross referenced on the foundation plans? 10. Provide a copy ofthe project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. 11. Provide a letter from the soils engineer confirming that the foundation/ grading plan & specifications have been reviewed and that it has been determined that the recommendations in soils report are properly incorporated into the plans. 12. Note on foundation plans that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." • ELECTRICAL 13. Show the amperage & location of the electrical panel on plan. 14. Add the following items on the electrical plans: a) Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles). b) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(B): Family/ living/ bedrooms/ dining/ halls/ etc. 15. The entry porch that is greater in area than 20 sq ft will require a min of one receptacle outlet. CEC 210.52(E). This receptacle must be WP/GFCI protected. 16. Show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front & back. CEC, Art. 210.52(E). This receptacle must be WP/ GFCI protected. • PLUMBING 17. Specify on plans: New water closets shall use no more than 1.28 gallons of water per flush. Add to Sheet El. CPC Section 402.0. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. The Green Building Standards apply only to newly constructed buildings throughout California. CGC 101.3 CARLSBAD 13-2556 OCT. 28, 2013 18. Note on site plan that the site shall be planned and developed to keep surface water away from buildings. Plans shall be provided and approved by the City Engineer that show site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department CGC 4.106.3. 19. Note on plans that a min of 50% of construction waste is to be recycled. CGC 4.408.1. 20. Note on plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) forthe owner at the time of final inspection. CGC 4.410.1. 21. Note on plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 22. Note on plans that VOCs must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 23. Note on plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one ofthe methods listed in CGC Section 4.505.3. 24. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 25. Note on plans that if provided, whole house exhaust fans shall have insulated covers or louvers which close when the fan is off. The covers or louvers shall have minimum R4.2 insulation. CGC 5.507.1. 26. Note on plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge ofthe overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. 27. Note on plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed the 20% reduced limit, or the shower shall be designed so that only one head is on at a time. CGC 4.303.2. 28. Note on plans that landscape Irrigation water use shall have weather based controllers. CGC 4.304.1. • MISCELLANEOUS 29. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 30. The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 13-2556 OCT. 28, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 13-2556 PREPARED BY: ALI SADRE, S.E. DATE: OCT. 28, 2013 BUILDING ADDRESS: 1109 OAK AVE. BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION AREA (Sq. Ft) Valuation Multiplier Reg. Mod. VALUE ($) ACCESSORY 493 UNIT PORCH 23 Air Conditioning Fire Sprinklers TOTAL VALUE 56,067 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance • $484.92 Plan Check Fee by Ordinance Type of Review: IZI • Repetitive Fee ^ 1 Repeats Complete Review • Other ^ Hourly EsGil Fee $315.20 • Structural Only Hr. @ $271.56 Comments: Sheet 1 of 1 macvalue.doc -^ PLAN CHECK PLAN CHECK Community & Economic % CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/26/13 PROJECT NAME: Delude second dwelling unit (O'Gara subdivision) PROJECT ID:MS 06-09 PLAN CHECK NO: CB 13-2556 SET#: M ADDRESS: 1109 Oak Avenue APN: 205-020-54 VALUATION: $56,067 SCOPE OF WORK: 493 sf second dwelling unit X This plan check review is compiete and has been APPROVED by: Land Deveiopment Engineering division. A Finai Inspection by the Construction Mgmt & Inspection Division is required Yes To determine status by one or more of these divisions, please contact 760-602-2719. No This pian checi< review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended pians as required. Pian Check Comments have been sent to:cMeiude@gmaii.com PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 • :iris Sexton M>iJ-f502-4624 C il r i s. S e J i I) lift ,f c n r1 s b JK'' c a. go v / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov i't>u-6ij2-4663 G (Ti gCM' y. R y a n s:' <; a r i s b a d I: a. g 0 V ; Gina Ruiz 760-602-4675 : Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov Cindy Wong ~''f50-602-46€t2 C V n t hia. l^' 0 s 1 g' c a rfs b 0 ci c a, go v Remarks: Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 Please Read Instructions: Outstanding issues are marked with X . Items that conform to permit requirements are marked with / or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: See also '10. Additional Comments' for Show on site plan clarification Nortti arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Rigtit-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water sen/ice Submit on signed approved plans: DWG No. 458-4A Drainage patterns / Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE; "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment ofexisting 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. Sewer and water laterals should not be located within proposed driveways, per standards. include on title sheet: Site address Assessor's parcel number Legal description/lot number 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. Show all existinq 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.: PARCEL 2&3 M20995 Subdivision/Tract: MS 06-09 Reference No(s): DWG 458-4A E-36 Page 2 of 6 REV 6/01/12 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 2. DISCRETIONARY APPROVAL COMPLIANCE / Project does not comply with the following engineering conditions of approval for project no.: Refer to MS letter dated August 24, 2007. 3- DEDICATION REQUIREMENTS 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 at or exceeding $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. / Dedication required as follows: Per parcel map no. 20995 recorded August 31, 2012 as document No. 2012-526847. 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuantto Carlsbad Municipal Code Section 18.40.040. / Public improvements required as follows: Per grading plans, DWG 458-4A 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 $ 441 00 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. / Future public improvements required as follows: Neighborhood improvement agreement,NIA 12-04, recorded October 1, 2012 as document No. 2012-0596081 E-36 Page 3 of 6 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. PAD CERT ATTACHED 01/21/14 SIGNED ON 1/16/14 Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The qradinq permit must be issued and rouqh qradinq approval obtained prior to issuance of a buildinq permit. / 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 , Jay Jordan 760-602-2780 x7306 . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS / RIGHT-OF-WAY PERIVIIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Sewer and water laterals ™ need to be submitted by a licensed contractor. Refer to right of way permit application, E-11. http://www.carlsbadca.gov/business/building/Documents/E-ll.pdf E-36 Page 4 of 6 REV 6/01/12 Delud,e second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 Building plans do not match grading plan LID features (grass swale). REVISED BY GVP, SEE CIVIL PLANS 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) 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 / Storm Water Standards Questionnaire complete. 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.qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 8. WATER METER REVIEW Domestic (potable) Use / What size meter is required? FY! FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. 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 . 9. FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required yes yes yes yes no no no no no (is addition over 150' from center line) no 10. ADDITIONAL COMMENTS a) Any deviation from the signed/approved grading plan requires a construction change. A construction change can only be made by a licensed civil engineer. b) Please submit a current title report REVISED PER GVP, SEE CIVIL PLANS Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Application/Info. Reference Documents REV 6/01/12 *** Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: / B&T: Address: Bldg. Permit #; Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's 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: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADTs Types of Use: Sq.Ft./Units ADTs Types of Use: Sq.Ft./Units ADTs FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NWQUADRANT NEQUADRANT SEQUADRANT iWQUADRANT ADTS/UNITS: X FEE/ADT: =$ 2,TRAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: =$ 3. BRIDGE & THOROUGHFARE FEE: DIST#1 DIST.#2 DIST.#3 (USE SANDAG)ADrS/UNITS X FEE/ADT: =$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE EDU's X FEE/EDU: =$ BENEFIT AREA: EDU's X FEE/EDU: =$ 6. DRAINAGE FEES: PLDA: HIGH I MED UM LOW ACRES: X FEE/AC: =$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760] 602-Z719 for a complete listing of fees*** CITYOFCARLSBAD GRADING INSPECTION CHECKUST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR:. PROJECT ID MS 6(o'0^ DATE: GRADING PERMIT NO. LOTS REQUESTED FOR RELEASE: N/A = NOT APPUCABLE V = COMPLETE 0 = Incomplete or unacceptable 1st 2nd. / 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 814" X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitteci with a previous partiai release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (.1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. 10. Letter from EOW that TCBMP's are installed. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building pennit process. I I Partial release of the site is denied for the following reasons: <v..J3ofrstruc#n Manager Date Date PLAN CHECK PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/26/13 PROJECT NAME: Delude second dwelling unit (O'Ciara subdivision) PROJECT ID:MS 06-09 PLAN CHECK NO: CB 13 2556 SET#: II ADDRESS: "09 Oak Avenue APN: 205 020 54 VALUATION: $56,067 SCOPE OF WORK: 493 sf second dwelling unit This plan check review is complete and has been APPROVED by: Land Development Engineering division. A Final Inspection by the Construction Mgmt & Inspection Division is required Yes To determine status by one or more of these divisions, please contact 760-602-2719. No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:cbdeiude@gmaii.com PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 1 760-602-4665 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov \/ Linda Ontiveros /\ 760-602-2773 Linda.Ontiveros@carlsbadca.gov Remarks: AWAITING.PAD RELEASE FROM ENGINEERING INSPECTOR* Only the applicaBle pages nave been sent for your reference pag yo{ Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. X Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The qradinq permit must be issued and rouqh grading approval obtained prior to issuance of a building permit. 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 , Jay Jordan 760-602-2780 x7306 . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS / RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to; street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Sewer and water laterals — need to be submitted by a licensed contractor. Refer to right of way permit application, E-11. http://www.carlsbadca.gov/business/building/Documents/E-ll.pdf E-36 Page 4 of 6 REV 6/01/12 PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 11/21/13 PROJECT NAME: Delude second dwelling unit (O'Gara subdivision) PROJECT ID:MS 06-09 PLAN CHECK NO: CB 13-2556 SET#: I ADDRESS: 1109 Oak Avenue APN: 205-020-54 VALUATION: $56,067 SCOPE OF WORK: 493 .sf second dwelling unit This plan check review is complete and has been APPROVED by: Land Development Engineering division. A Final Inspection by the Construction Mgmt & Inspection Division is required Yes To determine status by one or more of these divisions, please contact 760-602-2719. No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:cbdeiude@gmaii.com PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Cr.fis Sexto- t; h r i s. S e X f 0 n & c a r i s b a d c; i. go v - Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 7150-602-4663 G r e g 0 r y, R y a n '9 c a r! s b a d c a. go V Gin a Riiiz -|\/| Linda Ontiveros LljJ 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 7150-602-4662 C y n 111 i a. W 0 ri g;* ci si s ba d c; f 1. go v Dorninic Fieri 760^ 602'466 4 0 0 m i (I i c. r 11; f 1 (£• c a r1 s b a ci r;:;, g 0 v Remarks: Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 Please Read Instructions: Outstanding issues are marked with X . Items that conform to permit requirements are marked with / or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: See also '10. Additional Comments' for Show on site plan clarification North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets X X X X Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. 458-4A X X Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". 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. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number Legal description/lot number 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. Show all existinq 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.: PARCEL 2&3 IVI20995 Subdivision/Tract: MS 06-09 Reference No(s): DWG 458-4A E-36 Page 2 of 6 REV 6/01/12 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 2. DISCRETIONARY APPROVAL COMPLIANCE / Project does not comply with the following engineering conditions of approval for project no.: Refer to MS letter dated August 24, 2007. 3. DEDICATION REQUIREMENTS ' 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 at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. / Dedication required as follows: Per parcel map no. 20995 recorded August 31, 2012 as document No. 2012-526847. 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. / Public improvements required as follows: Per grading plans, DWG 458-4A 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 nf $ 441 nn 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. / Future public improvements required as follows: Neighborhood improvement agreement,NIA 12-04, recorded October 1, 2012 as document No. 2012-0596081 E-36 Page 3 of 6 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. X j Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" i Grading Permit required. NOTE: The qradinq permit must be issued and rough grading approval obtained prior to issuance of a buildina permit. 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 , Jay Jordan 760-602-2780 x7306 . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS X X RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Sewer and water laterals — need to be submitted by a licensed contractor. Refer to right of way permit application, E-11. http://www.carlsbadca.gov/business/building/Documents/E-ll.pdf E-36 Page 4 of 6 REV 6/01/12 Delude second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 Building plans do not match grading plan LID features (grass swale). 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) 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 / Storm Water Standards Questionnaire complete. 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.qov/business/buildinq/Documents/EnaStandsw-stds-vol4-ch2.pdf X Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Delude,second dwelling unit (O'Gara subdivision) PLAN CHECK NO # CB 13-2556 8. WATER METER REVIEW Domestic (potable) Use / What size meter is required? FYI FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. 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 . 9. FEES / Required fees have been entered in building permit Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required yes yes yes yes no no no no no (is addition over 150' from center line) no 10. ADDITIONAL COMMENTS a) Any deviation from the signed/approved grading plan requires a construction change. A construction change can only be made by a licensed civil engineer. b) Please submit a current title report Attachments: E-36 Engineering Application Storm Water Form Rlght-of-Way Applicatlon/lnfo. Reference Documents Page 6 of 6 REV 6/01/12 STORM WATER Development Services ^ C 1 I Y O F- CARLSBAD COMPLIANCE Building Division ^ C 1 I Y O F- CARLSBAD ASSESSMENT B-24 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: • Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems IVIechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria" No Threaf Assessment Criteria • My project qualilies as NO THREAT and is exempi from the requirement to prepare a slorm water pollution prevention plan (SWPPP) because it meets ttie "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Levei. IVIy project does not meel any of the High, Moderate or Low Threat criteria described below. Tierl • Low Threat Assessment Criteria Js( My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Inciudes outdoor construciion activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). r;er2 • IVIoderate Ttireat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described beiow and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project wiii result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removai, equipment storage, refueling and maintenance areas and project 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 grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or wilhin 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). r/er3 - Significant Ttireat Assessment Criteria • My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, • My project is located inside or within 200 feel ol an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). / certify to ttte best of my krtowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 ofthe Carlsbad Municipal Code and to City Standards. 'The Gity Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown thai a lesser or higher Conslruction SWPPP Tier Level is warranted Project Address: Assessor Parcel No. //O ^ O/IK A<^£ Z05- OZXD' SH- -QO QN^iPm^^^m^^^^r^ Name: Title: Owner/Owner's Auttiorized Agent Signature: Date: City Concurrence: • YES QNO By: Date: Project ID: B-24 Page 1 of 1 Rev.03/09 ^ CITY OF CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction SWPPP Tier Level Construction Threat Assessment Criteria* Perceived Threat to Storm Water Quality Tiers Tier 3 - Hioh Construction Threat Assessment Criteria High Tiers • Project site is 50 acres or more and grading will occur during the rainy season • Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years High Tiers Tier 3 - IVIedium Construction Threat Assessment Criteria Medium Tiers • All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 Tier 2 Hiah Construction Threat Assessment Criteria • Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance High Tier 2 Tier 2 - IVIedium Construction Threat Assessment Criteria Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Criteria Medium Tier 1 • Tier 1 - IVIedium Insoection Threat Assessment Criteria Medium Tier 1 • • Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tier 1 • Tier 1 - Low Inspection Threat Assessment Criteria Low Tier 1 • All projects not meeting Tier 1 IVIedium Construction Threat Assessment Criteria Low Exempt - Not Applicable -Exempt *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 NJ/ CITY OF STORM WATER Development Services Land Development Engineering NJ/ CITY OF STANDARDS Development Services Land Development Engineering NJ/ CITY OF QUESTIONNAIRE E-34 1635 Faraday Avenue 760-602-2750 CARLSBAD QUESTIONNAIRE E-34 www.carlsbadca.gov INSTRUCTIONS: 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.qov/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 ofthe 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 forthe 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 1 and follow the Instructions. When completed, sign the form at the end and submit this with your application to the city. STEPl TO BE COMPLETED FOR ALL PROJECTS 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 chteria 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. E-34 Page 1 of 3 Effective 6/27/13 ••'4 ' STORM WATER Development Services Land Development Engineering ••'4 ' STANDARDS Development Services Land Development Engineering - % CTV or CARLSBAD QUESTIONNAIRE 1635 Faraday Avenue - % CTV or CARLSBAD E-34 760-602-2750 www.carlsbadca.gov STEP 2 TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO 1. 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, Industnal, residential, mixed-use, and public development projects on public or private land. 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 used personally for business or for commerce. 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. 7. 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 ESA (I.e. not commingles with flows from adjacent lands).* 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. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteha: (a) 5,000 square feet or more or (b) a project Average Dally Traffic (ADT) of 100 or more vehicles per day. 10. 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? 11.1s 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 mplementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for al 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 6/27/13 STORM WATER Development Services Land Development Engineering STANDARDS Development Services Land Development Engineering ^ CITY OF QUESTIONNAIRE E-34 1635 Faraday Avenue 760-602-2750 CARLSBAD QUESTIONNAIRE E-34 www.carlsbadca.gov ... STEPS . - viiew TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPEMENT PROJECTS •iti 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% ofthe 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. STEP 4 - . CHECK THE APPflOPRIATE BOX AND COMPLETE APPLICANT INFORMATION -a- My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater critena 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 PDP 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: Accessor's Parcel Number(s): Applicant Name Applicant Title: Date: This Box for City Use Only City Concurrence: YES NO City Concurrence: By: Date: Project ID: * Environmentally Sensitive Areas include but are 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 ( ; i : Citv of Carlsbad Public Works Engineering August 24, 2007 David Ashcroft 437 S. Highway 101, Suite 202 Solana Beach, CA 92075 Michael O'Gara P.O. Box 1633 Carlsbad, CA 92018 PROPOSED MINOR SUBDIVISION NO. MS 06-09, O'GARA DEVELOPMENT A preliminary decision has been made, pursuant to Section 20.24.120 ofthe City of Carlsbad Municipal Code, to approve the tentative parcel map ofthe proposed minor subdivision subject to conditions that follow in this letter. NOTE: Unless specifically stated in the condition, all of the following conditions, upon the approval of this proposed tentative map, must be met prior to approval of a parcel map, grading permit or building permit whichever occurs first. General NOTE: Unless specifically stated in the condition, all of the following engineering conditions must be met prior to approval of a Grading or Building permit or Parcel Map 4/ The Findings and Conditions from the Planning Commission Resolution No. 6326 and No. 6327, are hereby incorporated as a part of this approval. 2. Prior to hauling dirt or construction materials to or from any proposed construction site within this project. Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route. 3. Developer shall submit to the City Engineer, a reproducible 24" x 36", mylar copy of the tentative map and a digital copy of said map (in AutoCAD format, latest version) reflecting the conditions approved by the final decision making body (INCLUDING ANY APPLICABLE COASTAL COMMISSION APPROVALS). The reproducible shall be submitted to the City engineer, reviewed and, if acceptable, signed by the City's project engineer and project planner prior to submittal of the building plans, final map, improvement or grading plans, whichever occurs first. The digital file copy shall be submitted in a format as approved by the City Engineer. 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 4. Developer shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, agents, officers, and representatives, from and against any and all liabilities, losses, damages, demands, claim and costs, including court costs and attorney's fees incun'ed by the City arising, directly or indirectly, from (a) City's approval and issuance of this tentative parcel map, (b) City's approval or issuance of any permit or action, whether discretionary or non-discretionary, in connection with the use contemplated herein, including an action filed within the time period specified in Govemment Code Section 66499.37 and (c) Developer's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions. # Fees/Agreements Developer shall cause property owner to execute and submit to the City Engineer for recordation the City's standard fomi Drainage Hold Hamnless Agreement regarding drainage across the adjacent properties. Developer shall provide to the City Engineer, an acceptable means, CC&Rs and/or other recorded document, for maintaining the private improvements within the subdivision including but not limited to: driveways, sidewalks, lights, and stomri drain facilities located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within the subdivision. 7. Developer shall cause property owner to execute, record and submit a recorded copy to the City Engineer, a deed restriction on the property which relates to the proposed cross lot drainage as shown on the Tentative Parcel Map. The deed restriction document shall be in a form acceptable to the City Engineer and shall: A. Clearly delineate the limits of the drainage course; B. State that the drainage course is to be maintained in perpetuity by the underiying property owner; and State that all future use of the property along the drainage course will not restrict, impede, divert or othenA/ise alter drainage fiows in a manner that will result in damage to the underiying and adjacent properties or the creation of a public nuisance. D. The drainage system proposed on this subdivision incorporates adjacent flows from adjacent properties east of this project and also flows / filters across the project to the west. The proposed drainage design and filtration system as shown on the Tentative Parcel Map / PUD shall be maintained in its developed condition in perpetuity by the homeowner's association of this subdivision. Developer shall cause property owner to enter into a Neighborhood improvement Agreement with the City for the future public improvement of Oak Ave. along the shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carisbad Street Lighting and Landscaping District No. 1. Grading y 10. Based upon a review of the proposed grading and the grading quantities shown on the Tentative Parcel Map, a grading permit for this project is required. rjfi^ iA Developer shall apply for and ^obtain a qrarii"n r?"^it fr?m •he City Engineer prior, ^i^^ to the approval of the Parcel Mip! ^'t5(6Meo Ouoto Dedications/Improvements tr. y/l 1. Prior to the approval of Grading Pennit or Parcel Map, the developer shall submit V and execute an Encroachment Agreement in a form acceptable to the City e^ptp Engineer, for the proposed driveway surface and private improvements located • • ^n the City Right of Way. subdivision frontage for a half street width of 30' feet. Public improvements shall include but are not limited to: Paving, base, sidewalks, curbs and gutters, stomri drains, grading, clearing and grubbing, under-grounding or relocation of utilities, sewer, water, fire hydrants, street lights, and retaining walls. Prior to approval of any grading or building pemiits for this project. Developer Prior to the approval of Grading Permit or Parcel Map, the developer shall agree ond iiiUudfa! piuvibiuns in tho groding bond to replace the existing (1) street tree ' ^> ^ removed on Oak Ave. The approved street tree shall be 24" minimum Box jJ^ (J^^ size, double staked, and shall be one ofthe following varieties: V ^- Bauhinia Blakeana - Hong Kong Orchid Tree B. Calodendrum Capense - Cape Chestnut C. Cassia Leptophylla - Gold Medallion Tree %^\^ D. Photinia Frasert - Photinia ^^^^^ The existing 24" tree on the west side of the proposed driveway shall be V^j/^ protected in place. A note to this effect shall be placed on the grading plans. 13. Additional drainage easements may be required. Developer shall dedicate and provide or install drainage structures, as may be required by the City Engineer, prior to or concurrent with any grading or building pemiit. 14. Developer shall comply with the City's requirements of the National Pollutant v/ Discharge Elimination System (NPDES) permit. Developer shall provide improvernents constructed pursuant to best management practices as referenced -sCj in the "California Storm Water Best Management Practices Handbook" to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be submitted to and subject to the approval of the City Engineer. Said plans shall inciude but not be limited to notifying prospective owners and tenants of the following: A. All owners and tenants shall coordinate efforts to establish or work with established disposal programs to remove and properiy dispose of toxic and hazardous waste products. B. Toxic chemicals or hydrocarbon compounds such as gasoline, motor oil, antifreeze, solvents, paints, paint thinners, wood preservatives, and other such fluids shall not be discharged into any street, public or private, or into storm drain or stomi water conveyance systems. Use and disposal of pesticides, fungicides, herbicides, insecticides, fertilizers and other such chemical treatments shall meet Federal, State, County and City requirements as prescribed in their respective containers. C. Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements. 15. Prior to the issuance of grading pennit or building permit, whichever occurs first. Developer shall submit for City approval a "Stonn Water Pollution Prevention Plan (SWPPP)." The SWPPP shall be in compliance with cun-ent requirements and provisions established by the San Diego Region of the Califomia Regional Water Quality Control Board and City of Carisbad Requirements. The SWPPP shall address measures to reduce to the maximum extent practicable stonn water pollutant runoff during construction of the project. At a minimum, the SWPPP shall: A. include all content as established by the California Regional Water Quality Control Board requirements; B. include the receipt of "Notice of Intent" issued by the California Regional Water Quality Control Board; C. recommend source control and treatment control Best Management Practices (BMPs) that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way or natural drainage course; and D. establish specific procedures for handling spills and routine clean up. Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants. 16. Prior to the issuance of grading pennit or building pennit, whichever occurs first. Developer shall submit for City approval a "Stomn Water Management Plan (SWMP)." The SWMP shall demonstrate compliance with the City of Carisbad Standard Urban Stonnwater Mitigation Plan (SUSMP), Order 2001- 01 and subsequent updates issued by the San Diego Region of the Califomia Regional Water Quality Control Board and City of Carisbad Municipal Code. The SWMP shall address measures to avoid contact or filter said pollutants from storm water, to the maximum extent practicable, for the post- construction stage of the project. At a minimum, the SWMP shall: A. identify existing and post-development on-site pollutants-of-concern; B. identify the hydrologic unit this project contributes to and impaired water bodies that could be impacted by this project; C. recommend source controls and treatment controls that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way; D. establish specific procedures for handling spills and routine clean up. Special considerations and effort shall be appiied to (RESIDENT/EMPLOYEE) education on the proper procedures for handling clean up and disposal of pollutants; E. ensure long-term maintenance of ail post construct BMPs in perpetuity; and F. identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent practicable. Parcel Mao Notes ^^-^17. Developer shall show on the Parcel Map, the net developable acres for ^iV each parcel. 18. Notes to the following effect shall be placed on the map as non-mapping data y A. All improvements (on-site) are privately owned and are to be privately ^ maintained by the individual homeowner or Homeowners Association. B. Building permits will not be issued for development of the subject property V unless the appropriate agency determines that sewer and water facilities are available. C. No structure, fence, wall, tree, shrub, sign, or other object over 30 inches V above the street level may be placed or pennitted to encroach within the area identified as sight distance con-idors. D. This project receives and transmits drainage across property lines. The y/ property owners and Homeowners association will maintain this condition in perpetuity. A Drainage Hold Harmless agreement will be recorded prior to or concurrently with the approval of this subdivision. Carlsbad Municipal Water District 56. Prior to issuance of building pennits. Developer shall pay all fees, deposits, and charges for connection to public facilities. Developer shall pay the San Diego Countv Water Authoritv capacity charge(s) prior to issuance of Building Permits. 67. Prior to Final Map approval. Developer shall provide a total of 3 water meters for the project. Developer shall install 1 potable water meter for each dwelling unit (Lot 1 and Lot 2) and 1 irrigation meter to irrigate the common areas (Homeowner's Association)^unless otherwise approved by the City^qineer. -yU^\^ iji^t^ Code Reminder ^^ The project is subject to all applicable provisions of local ordinances, including but not limited to the following: A. The tentative parcel map shall expire twenty-four (24) months from the date this tentative map approval becomes final. zo I'Z- — B. Developer shall exercise special care during the construction phase of this project to prevent offsite siltation. Planting and erosion control shall be provided in accordance with Carisbad Municipal Code Chapter 15.16 (the Grading Ordinance) to the satisfaction of the City Engineer. The developer may request a review of the preliminary decision with the City Engineer in writing within ten (10) days of the date of this letter. Upon such written request the City Engineer shall arrange a time and place with the developer for such review. The City Engineer has reviewed each of the exactions imposed on the developer contained in these conditions of approval, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and degree of the exaction is in rough proportionality to the impact caused by the project. Ifyou have any questions, you may contact Clyde Wickham at (760) 602-2742. DAVID A. HAUSER Deputy City Engineer c: Senior Engineer, John O'Donnell Project Engineer, Clyde Wickham ProjecJ, Planner, Chris Sexton File ^ CiTY OF STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE ^ My project is not in a category of permit types exempt from the Construction SWPPP requirements My project is not located 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). >^ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code) ^ 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 grade at 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 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER(SVOWMER'S AGENT NAME (PRINT) )/OWNER'S AGENT NAME (SIGNATURE) DATE STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALU^TION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTF5ACTOR 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. 4. 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. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: //Q7 g>y»/r /U^ Assessor's Parcel Number: Q Project ID: Construction Permit No.: Estimated Construction Start Date Project Duration Months Emergency Contact: Name: 24 hour Phone: Perceived Threat to Stonm Water Quality 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: _ Date: E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Barrier Storm Drain Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Grinding Ooerations Potable Water/irrigation Vehicle and Equipment Cleanina Material Delivery and Storane Material Use Stockpile Management Spill Prevention and Contml ' Solid Waste Mananement Hazardous Waste Mananement Concrete Waste Mananement CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 • SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 j WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturbance / Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatwork Paving Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other (list): Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs 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 descmbed, pick one or more best management practices (BMPs) from the list located along the top of the fomi. 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 Dirf" row until you get fo fhe "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 descripfion means, you may wish to review fhe BMP Reference Handout prepared fo assist applicants in fhe selecfion of appropriate Best Management Practice measures. The reference also explains the Califomia Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 CITY OF CARLSBAD PLANNING DIViSION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carisbadca.eov DATE: 2-6-14 PROJECTNAME: PROJECTID: PLAN CHECK NO: CB 13-2556 SET#: 4 ADDRESS: 1109 Oak Av APN: 205-020-54-00 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • 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. 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 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.fiov 1 I Kathleen Lawrence 760-602-2741 Kathleen.La wrence@carlsbadca.fiov 1 Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.gov [~~] Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 13-2556 Address 1109 OakAv Date 2-6-14 Review # 4 Planner Chris Sexton Phone (760) 602-4624 Type of Project & Use: NEW SFR Net Project Densitv:4.76 DU/AC Zoning: RD-IVI-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 #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action • • Environmental Review Required: YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: • K • Discretionary Action Required: YES 1^ NO H TYPE SDP 06-09/PUD 06-05 APPROVAL/RESO. NO. 6325. 6326 DATE Auaust 15. 2007 PROJECT NO. SDP/PUD OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: #16 on Resolution No. 6326 ^ • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO El CA Coastal Commission Authority? YES O NO Q 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): IEI • • Habitat Management Plan Data Entry Completed? YES • 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!) IEI • • inclusionary Housing Fee required: YES |EI NO • (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES |E1 NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • K • Housing Tracking Form (form P-20) completed: YES • NO (3 N/A • P-28 Page 2 of 3 07/11 Site Plan: Kl D D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines IEI • • 1. Applicability: YES K NO • IEI • • 2. Project complies: YES fl NOFl Future project will apply Zoning: S • • 1. Setbacks: Front: Required 20; Shown 20: Interior Side: Required 9^ Shown Street Side: Required Shown _ Rear: Required 181 Shown 18; Top of slope: Required Shown _ • • 2. Accessory structure setbacks: no detached accessory structures N/A Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown IEI • • 3. Lot Coverage: Required <40% Shown 8% ^ • • 4. Height: Required <30' Shown <30' IEI • • 5. Parking: Spaces Required 3 Shown 2 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required 1 Shown 1 • D DK Additional Comments 1) Please remove the wording on sheet Al of the accessory living and title it as the "second dwelling unit." 2) Please complete the attached form (P-20). 3) Per Resolution No. 6326 Condition NO. 16 prior to issuance of the building permit, Developer shall submit an acoustical analysis complying with the City reguirements of the Carlsbad Noise Guidelines Manual to ensure that the 60 dB(A) exterior noise level and 45dB(A) interior noise level standards are met. 1-2-14 (1) Please put a note on sheet "CS" that states the following: "This will be a future second dwelling unit." 1-13-14 Same note as above. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton DATE 2-6-14 p-28 Page 3 of 3 07/11 David M. IVIarch, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DIEGO, CA 921 15 DMARCHITECT@COX.NET 619.S04.5197 CELL 302.269.3215 FAX STRUCTURAL DESIGN CALCULATIONS! Delude Main Residence and Accessory Buildings TABLE OF CONTENTS Section 1 ~ General Section 2 - Gravity Load Analysis Section 3 ~ Lateral Load Analysis Section 4 - Connections Prepared By: David M. March 6161 El Cajon Blvd.,Ste. #448 SanDiego, CA92115 Dated: September 9,2013 For: Initial submittal to agency ,„,.»iiiii„„„ <£0F CfSgP' '"""".IIIIUI."'""* RECEIVED OCT 1 7 2013 CITY OF CARLSBAD BUILDING DIVISION ^e>l^-255t David IVI. March, AIA ARC HITECT 6161 EL CAJON BLVD. #448 SAN DlEGO. CA 92 t 1 5 DMARCHITECT@COX.NET 619.804.5197 CELL 302.269.321S FAX SECTION 1 -GENERAL (LOADS. CODES, MATERLM^S AND SPECIFICATIONS) A. Gravity Loads Roof Dead Load Roof Plywood Framing Misc Insulation Mech/El Subtotal HENCE: Roof Dead Loads 24 psf Roof Live Loads 20 psf Floor Dead Load Floor Joists Plywood Framing Misc Insulation Mech/El Subtotal HENCE: Floor Dead Loads 30 psf Floor Live Loads 40 psf 12 psf 2.8 psf 2.2 p.f. 3.5 psf 1.5 psf 2 psf 24 psf Roof Dead Loads (flat) 8 psf 3.8 psf 5.2 p.f. 6.5 psf 2.5 psf 4 psf 30 psf 20psf Exterior Wall Dead Load 1" Finished Plaster Plywood 10 psf 1.5 psf 2x6 Studs @ 16" o/c. 1.5 psf Misc Insulation 5/8" Gyp. Bd. 0.2 psf 1.0 psf 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, AIA ARCHITECT 1 616! EL CAJON BLVD. #448 SAN DIEGO, CA 92 1 1 5 DMARCHlTECT@COX.NET 61 9.804.5197 CELL 302.269.3215 FAX Misc 1.3 psf Subtotal 7 psf B. Design Parameters Summary Occupancy Category: II RoofLL,DL (PSF)=20, 24 Floor LL,DL (PSF)=40,30 (where applies) Snow Load, PG (PSF)=0 Wood to be stamped "S-DRY" with moisture content less than 19%. Seismic Design Data Importance Factor: 1.0 Latitude: 33.162341 Longitude-117.340373 Spectral Response Acc: Ss=1.288g. Si=0.485g SDs=0.859g. SDi=0.323g Site Class: B Seismic Force Resisting System: R=6.5 for light-framed walls (sheathed rated or steel skin) sheathed Design Base Shear(minimum) = 0.132W Redundancy Factor =1.3 Use 0.172W Wind Design Data Basic Wind Speed = 85 mph w/ 11.42 PSF Importance Factor lw=1.00 Wind Exposure Category = B Intemal Pressure Coefficient, Gcpi = +1- 0.18 Cladding Design Pressure (PSF) 18 Effective Wind Pressure = Use 24.0 psf C. Code: 2010 CALIFORNLV. BUILDING CODE David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DIEOO, CA 921 15 DMARCHlTECT@COX.NET 619.804.5197 CELL 302.269.3215 FAX D. Soils Parameters provided by: Soil Testers, File No. 1106F5-07 Site Inspection Report dated February 8, 2007. q (allowable) 2,500 psf E. Material Parameters Steel Structural Steel Shapes/ IASTMA36 Structural Tubes ASTM A-500 Grade B Structural Pipes ASTM A-53, Grade B F. Concrete Normal Weight f c (28days) 2500 psi Masonry fm 1500 psi G. Lumber Lumber- Douglas Fir Larch # 1 H. BOLTS Typical ASTM A-307 High Strength ASTM A-325 only when noted I. WELDING Typical E-70XX electrodes David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DIEGO, CA 921 15 DMARCH !TECT@COX.N ET 619.804.5197 CELL 302.269.3215 FAX SECTION 2 - GRAVITY LOAD ANALYSIS BEAM TAG INFORMATION IS SHOWN ON THE FRAMING PLAN PROVIDED WITH PACKAGE David IVIarch Architect BeamChek v2012 licensed to: David Inarch Architect Reg # 8551 -66854 Delude: Accessory Building RB-4 Prepared by: DM Date: 9/09/13 Selection Conditions 4x6 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area Rl = 2.6 in2 R2= 2.6 in^ (1.5) DL Defl= 0.09 in Data Beam Span 5.0 ft Reaction 1 LL 725 # Reaction 2 LL 725 # Beam Wt per ft 4.68 # Reaction 1 TL 1607# Reaction 2 TL 1607# Bm Wt Included 23 # Maximum V 1607# Max Moment 2008 '# Max V (Reduced) 1312 # TL Max Defl L/240 TL Actual Defl L/430 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (In^) TL Defl (In) LL Defl Actual 17.65 19.25 0.14 0.05 Critical 14.83 8.75 0.25 0.17 Status OK OK OK OK Ratio 84% 45% 56% 30% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1625 225 1.7 625 Adjustments 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: 290 Uniform TL: 638 = A Uniform Load A R1 =1607 R2 = 1607 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David h/larch Architect Reg # 8551-66854 Delude: Accessory Building FB-1 Prepared by: DM Date: 9/10/13 Selection Conditions 4x12 DF-L#1 @ 16 inoo Lu = 0.0 Ft NDS 2012, Repetitive Use Min Bearing Area R1=5.2ln2 R2= 5.2 In^ (1.5) DLDefl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1417# Reaction 2 LL 1417# Beam Wt per ft 0 # Reaction 1 TL 3230 # Reaction 2 TL 3230 # Bm Wt Included 0 # Maximum V 3230 # Max Moment 4037 '# Max V (Reduced) 2019 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actuai Defl L/>1000 Attributes Section (in^) Shear (In^) TL Defl (In) LL Defl Actual 73.83 39.38 0.03 0.01 Critical 38.30 16.82 0.25 0.17 Status OK OK OK OK Ratio 52% 43% 13% 7% Fb (psi) Fv (psi) E (psi x mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1265 180 1.7 625 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 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 Loads Uniform LL: 340 Uniform TL: 793 = A Par Unif LL Par Unif TL Start End 227 H = 499 0 5.0 H Uniform Load A Rl = 3230 R2 = 3230 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FB-2 Prepared by: DM Date: 9/10/13 Selection Conditions 4x8 DF-L#1 @16inoc Lu = 0.0 Ft NDS 2012, Repetitive Use Min Bearing Area R1=2.5in2 R2= 2.5 In2 (1.5) DL Defl= 0.04 in Data Beam Span 5.0 ft Reaction 1 LL 697 # Reaction 2 LL 697 # Beam Wt per ft 0# Reaction 1 TL 1550# Reaction 2 TL 1550# Bm Wt Included 0# Maximum V 1550# Max Moment 1937'# Max V (Reduced) 1175# TL Max Defl L/240 TL Actual Defl L/976 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (In^) Shear (in^) TL Defl (in) LL Defl Actual 30.66 25.38 0.06 0.02 Critical 15.55 9.79 0.25 0.17 Status OK OK OK OK Ratio 51% 39% 25% 13% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1495 180 1.7 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 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 Loads Uniform LL: 52 Uniform TL: 121 = A Par Unif LL Par Unif TL Start End 227 H =499 0 5.0 H Uniform Load A Rl=1550 R2= 1550 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David Inarch Architect Reg # 8551-66854 Delude: Accessory Bulldlng FB-3 Prepared by: DM Date: 9/10/13 Selection 4x12 DF-L#1 Lu = 0.0 Ft Conditions NDS 2012 MIn Bearing Area R1=2.9in '- R2=2.9ln2 (1.5)DLDefl= 0.06 in Data Beam Span 8.5 ft Reaction 1 LL 765 # Reaction 2 LL 765 # Beam Wt per ft 9.57 # Reaction 1 TL 1826 # Reaction 2 TL 1826# Bm Wt Included 81 # Maximum V 1826# Max Moment 3880 '# Max V (Reduced) 1423 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (In^) TL Defl (in) LL Defl Actual 73.83 39.38 0.09 0.03 Critical 42.32 11.86 0.43 0.28 Status OK OK OK OK Ratio 57% 30% 22% 11% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1100 180 1.7 625 Adiustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress 1.100 1.00 1.00 1.00 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: 180 Uniform TL: 420 = A Uniform Load A Rl =1826 R2 = 1826 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FB-4 Prepared by: DM Date; 9/10/13 Selection Conditions 3-1/2x 9-1/4 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=4.2in2 R2=4.2in2 (1.5) DL Defl= 0.16 in Data Beam Span 8.5 ft Reaction 1 LL 1339# Reaction 2 LL 1339# Beam Wt per ft 10.12# Reaction 1 TL 3167 # Reaction 2 TL 3167# Bm Wt Included 86 # Maximum V 3167# Max Moment 6729 '# Max V(Reduced) 2592 # - TL Max Defl L/240 TL Actual Defl L/418 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 49.91 32.38 0.24 0.08 Critical 27.05 13.41 0.43 0.28 Status OK OK OK OK Ratio 54% 41% 57% 28% Fb (psi) Fv (psi) E (psi x mil) FcJ. (psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2985 290 2.0 750 Adiustments CF Size Factor 1.029 Cd Duration 1.00 1.00 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:315 Uniform TL: 735 = A Uniform Load A ZX zx R1=3167 R2 = 3167 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FB-5 Prepared by: DM Date: 9/10/13 Selection Conditions 3-1/2X 11-1/4 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=5.1in2 R2=5.1in2 (1.5) DL Defl= 0.18 In Data Beam Span 10.0 ft Reaction 1 LL 1675# Reaction 2 LL 1675# Beam Wt per ft 12.3 # Reaction 1 TL 3857 # Reaction 2 TL 3857 # Bm Wt Included 123 # Maximum V 3857 # Max Moment 9641 '# Max V(Reduced) 3133 # TL Max Defl L/240 TL Actual Defl L/436 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 73.83 39.38 0.28 0.09 Critical 39.61 16.21 0.50 0.33 Status OK OK OK OK Ratio 54% 41% 55% 28% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2921 290 2.0 750 Adiustments CF Size Factor 1.007 Cd Duration 1.00 1.00 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: 165 Uniform TL: 385 = A Par Unif LL Par Unif TL Start End 170 H = 374 0 10.0 H Uniform Load A Rl = 3857 R2 = 3857 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FB-6 Prepared by: DM Date: 9/10/13 Selection Conditions 6x6 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=1.1 in2 R2=1.1 In2 (1.5)DLDefl= <0.01 In. Dafa Beam Span 3.0 ft Reaction 1 LL 287 # Reaction 2 LL 287 # Beam Wt per ft 7.35 # Reaction 1 TL 676 # Reaction 2 TL 676 # Bm Wt Included 22 # Maximum V 676 # Max Moment 507'# Max V (Reduced) 470 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 27.73 30.25 0.01 <0.01 Critical 5.07 4.14 0.15 0.10 Status OK OK OK OK Ratio 18% 14% 6% 3% Fb (psi) Fv (psi) E (psi x mil) FcL (psi) Values Reference Values 1200 170 1.6 625 Adjusted Values 1200 170 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 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: 165 Uniform TL: 385 = A r Par Unif LL Par Unit TL Start End 27 H = 59 0 3.0 H Uniform Load A Rl = 676 R2 = 676 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FB-7 Prepared by; DM Date; 9/10/13 Selection Conditions 4x8 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=1.5ln2 R2=1.5in2 (1.5) DL Defl= 0.19 in Dafa Beam Span 10.0 ft Reaction 1 LL 395 # Reaction 2 LL 395 # Beam Wt per ft 6.17 # Reaction 1 TL 926 # Reaction 2 TL 926 # Bm Wt Included 62 # Maximum V 926 # Max Moment 2315'# Max V (Reduced) 814# TL Max Defl L/240 TL Actual Defl L/412 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (In) LL Defl Actual 30.66 25.38 0.29 0.10 Critical 21.37 6.78 0.50 0.33 Status OK OK OK OK Ratio 70% 27% 58% 29% Fb (psi) Fv (psi) E (psi X mil) FcJ_ (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1300 180 1.7 625 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 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: 39 Uniform TL: 91 = A Par Unif LL Par Unif TL Start End 40 H = 88 0 10.0 H Uniform Load A Rl = 926 ZX R2 = 926 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Accessory Building FB-8 Prepared by: DM Date; 9/10/13 Selection Conditions 7x 16 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 9.3 in2R2= 14.1 in^ (1.5) DL Defl= 0.61 in Dafa Beam Span 20.5 ft Reaction 1 LL 3053 # Reaction 2 LL 4912 # Beam Wt per ft 35.0 # Reaction 1 TL 6941 # Reaction 2 TL 10592# Bm Wt Included 718 # Maximum V 10592# Max Moment 45969 '# Max V (Reduced) 8964 # TL Max Defl L/240 TL Actual Defl L/261 LL Max Defl L/360 LL Actual Defl L/734 Attributes Section (In^) Shear (In^) TL Defl (in) LL Defl Actual 298.67 112.00 0.94 0.34 Critical 196.39 46.36 1.03 0.68 Status OK OK OK OK Ratio 66% 41% 92% 49% Fb (psi) Fv (psi) E (psi X mil) FcJ. (psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2809 290 2.0 750 Adiustments CF Size Factor 0.969 Cd Duration 1.00 1.00 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 395 8 = 926 12.0 270 H = 594 12.0 20.5 200 1 = 350 12.0 20.5 110 J =242 12.0 20.5 220 K = 484 0 12.0 K Pt loads: H ZX Z\ R1 =6941 R2 = 10592 SPAN = 20.5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude: Accessory Building FJ-1 Prepared by; DM Date; 9/10/13 Selection Conditions 2x8 DF-L#1 @16inoc Lu = 0.0 Ft NDS 2012, Repetitive Use Min Bearing Area Rl = 0.8 In^ R2=0.8in2 (1.5) DL Defl= 0.12 In Dafa Beam Span 8.0 ft Reaction 1 LL 208 # Reaction 2 LL 208 # Beam Wt per ft 0# Reaction 1 TL 485 # Reaction 2 TL 485 # Bm Wt Included 0# Maximum V 485 # Max Moment 971 '# Max V (Reduced) 412 # TL Max Defl L/240 TL Actual Defl L/542 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (In^) TL Defl (in) LL Defl Actual 13.14 10.88 0.18 0.06 Critical 8.44 3.43 0.40 0.27 Status OK OK OK OK Ratio 64% 32% 44% 22% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1380 180 1.7 625 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 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 Loads Uniform LL: 52 Uniform TL; 121 Uniform Load A Rl = 485 R2 = 485 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. FORTE* MEMBER REPORT Level, Floor: Joist 1 piece(s) 11 7/8" TJI® 230 @ 16" OC PASSED Overall Lengtti: 16' 7" 16' 0 i All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Resuits Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1064 @ 2 1/2" 1866 (2.25") Passed (57%) 1.00 1.25 D + 1.5 L (All Spans) Shear (Ibs) 1040 @ 3 1/2" 2612 Passed (40%) 1.00 1.25 D + 1.5 L (All Spans) Moment (Ft-lbs) 4247 @ 8' 3 1/2" 7010 Passed (61%) 1.00 1.25 D + 1.5 L (All Spans) Live Load Defl. (In) 0.226 # 8' 3 1/2" 0.404 Passed (17859) -1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.395 @ 8' 3 1/2" 0.808 Passed (17491) -1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating 52 40 Passed -- System Vibration Control 0.529 1.000 Passed (53%) -- Bare Joist Deflection (in) 0.268 0.539 Passed (17725) -- System : Floor Member Type: Joist Building Use: Residential Building Code : NBCC 2005 Design Methodology : LSD • Deflection criteria: LL (L/480) and TL (1/240). • TTie importance category considered ror this design is normal. • Bracing (Lu): Ali compression edges (top and bottom) must be braced at 4' 3 13/16" o/c unless detailed othenvise. Proper attachment and positioning of lateral bradng is required to achieve member stability. • A structural analysis of the deck has not been pert'ormed. ' The moment, sliear, and member reaction values are based on factored loads (strength). Support reactions and deflections are based on unfactored loads (service). • Deflection analysis Is based on composite action with a singte layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. • Additional considerations fbr the T3-Pro'" Rating include: 1/2" Gypsum ceiling, bridging or blocl<ing at max. 8' o.c. Supports Bearing Length Loads to Supports (Ibsl Accessories Supports Total Available Required Dead Floor Live Accessories 1 - stud wail - DF 3.50" 2.25" 1.75" 332 442 11/4" Rim Board 2 - Stud wall - DF 3.50" 2.25" 1.75" 332 442 11/4" Rim Board ' Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Loads Location Spacing Dead Floor Live Commenis 1 - Uniform (PSF) 0 to 16' 7" 16" 30.0 40.0 Residential - Uving Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyertiaeuser expressly disclaims any other wananties related to the software. Refer to cunent Weyerhaeuser literature for installation details. (www.woodbyv17.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator Job Notes David March David March Architect (619} 269-3214 dmarchitect@cox.net 9/10/2013 8:32:42 PM Forte v4.1, Design Engine; V5.7.0.245 Page 1 of 1 David March Architect BeamChek v2012 licensed to: David March Architect Reg # 855/-66854 Delude; Main Residence RB-1 Selection Conditions Prepared by: DM Date; 9/09/13 4x10 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=3.9ln2 R2=3.9lnz (1.5) DL Defl= 0.12 in Data Beam Span 8.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080# Beam Wt per ft 7.87 # Reaction 1 TL 2407 # Reaction 2 TL 2407 # Bm Wt Included 63 # Maximum V 2407 # Max Moment 4815'# Max V (Reduced) 1944# TL Max Defl L/240 TL Actual Defl L/533 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (In^) Shear (in^) TL Defl (In) LL Defl Actual 49.91 32.38 0.18 0.06 Critical 38.52 12.96 0.40 0.27 Status OK OK OK OK Ratio 77% 40% 45% 24% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1500 225 1.7 625 Adjustments CF Size Factor 1.200 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; 270 Uniform TL; 594 = A Uniform Load A Z\ zX Rl = 2407 R2 = 2407 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Main Residence RB-1 Selection Conditions Prepared by: DM Date; 9/09/13 4x6 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=2.4in2 R2=2.4in2 (1.5) DL Defl= 0.08 in Dafa Beam Span 5.0 ft Reaction 1 LL 675 # Reaction 2 LL 675 # Beam Wt per ft 4.68 # Reaction 1 TL 1497# Reaction 2 TL 1497# Bm Wt Included 23 # Maximum V 1497 # Max Moment 1871 '# Max V (Reduced) 1222# TL Max Defl L/240 TL Actual Defl L/462 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (In) LL Defl Actual 17.65 19.25 0.13 0.05 Critical 13.82 8.15 0.25 0.17 Status OK OK OK OK Ratio 78% 42% 52% 28% Fb (psi) Fv (psi) E (psi X mil) Fc± (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1625 225 1.7 625 Adiustments 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; 270 Uniform TL; 594 = A Uniform Load A Rl =1497 R2 = 1497 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Main Residence RB-1 Selection Conditions Prepared by; DM Date: 9/09/13 4x8 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1=2.9ln2 R2=2.9ln= (1.5) DL Defl= 0.08 in Dafa Beam Span 6.0 ft Reaction 1 LL 810# Reaction 2 LL 810# Beam Wt per ft 6.17# Reaction 1 TL 1800# Reaction 2 TL 1800# Bm Wt Included 37 # Maximum V 1800# Max Moment 2701 '# Max V (Reduced) 1438# TL Max Defl L/240 TL Actual Defl L/611 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (In^) TL Defl (In) LL Defl Actual 30.66 25.38 0.12 0.04 Critical 19.94 9.59 0.30 0.20 Status OK OK OK OK Ratio 65% 38% 39% 21% Fb (psi) Fv (psi) E (psi X mil) Fc± (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1625 225 1.7 625 Adiustments 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 Uniterm LL; 270 Uniform TL; 594 = A Uniform Load A Rl =1800 ZX R2 = 1800 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Accessory Building RB-4 Prepared by; DM Dafe; 9/10/13 Selection Conditions 4x12 DF-L#1 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 3.0 in2 R2= 3.0 in^ (1.5) DL Defl= 0.05 in Dafa Beam Span 8.0 ft Reaction 1 LL 780 # Reaction 2 LL 780 # Beam Wt per ft 9.57 # Reaction 1 TL 1858# Reaction 2 TL 1858# Bm Wt Included 77 # Maximum V 1858 # Max Moment 3717'# Max V (Reduced) 1423# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (In) LL Defl Actual 73.83 39.38 0.08 0.03 Critical 32.44 9.48 0.40 0.27 Status OK OK OK OK Ratio 44% 24% 20% 10% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1375 225 1.7 625 Adiustments CF Size Factor 1.100 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; 195 Uniform TL; 455 = A Uniform Load A ZX Rl =1858 R2 = 1858 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Accessory Building RB-5 Prepared by; DM Date; 9/10/13 Selection Ax 4 DF-L#1 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in! R2=1.1 in2 (1.5)DLDefl= 0.03 in Data Beam Span 3.0 ft Reaction 1 LL 306 # Reaction 2 LL 306 # Beam Wt per ft 2.98 # Reaction 1 TL 678 # Reaction 2 TL 678 # Bm Wt Included 9 # Maximum V 678 # Max Moment 508 '# Max V (Reduced) 546 # TL Max Defl L/240 TL Actual Defl L/731 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (In) LL Defl Actual 7.15 12.25 0.05 0.02 Critical 3.25 3.64 0.15 0.10 Status OK OK OK OK Ratio 46% 30% 33% 17% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1875 225 1.7 625 Adjustments CF Size Factor 1.500 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; 204 Uniform TL; 449 = A Uniform Load A Rl = 678 R2 = 678 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Accessory Building RB-6 Prepared by; DM Date; 9/10/13 Selection Ax 10 DF-L#1 Lu = 0.0 Ft Conditions NDS 2012 MIn Bearing Area R1=2.9 in 2 R2=2.9in2 (1.5) DL Defl= 0.09 In Data Beam Span 8.0 ft Reaction 1 LL 816# Reaction 2 LL 816# Beam Wt per ft 7.87 # Reaction 1 TL 1827# Reaction 2 TL 1827# Bm Wt Included 63 # Maximum V 1827# Max Moment 3653 '# Max V (Reduced) 1475 # TL Max Defl L/240 TL Actual Defl L/702 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 49.91 32.38 0.14 0.05 Critical 29.23 9.83 0.40 0.27 Status OK OK OK OK Ratio 59% 30% 34% 18% Fb (psi) Fv (psi) E (psi X mil) Fc± (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1500 225 1.7 625 Adiustments CF Size Factor 1.200 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; 204 Uniform TL; 449 = A Uniform Load A Z\ zX R1 =1827 R2 = 1827 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. David March Architect BeamChek v2012 licensed to: David March Architect Reg # 8551-66854 Delude; Accessory Building RB-7 Prepared by; DM Date; 9/10/13 Selection Conditions 3-1/2x 14 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2012 Min Bearing Area Rl = 5.0 in2 R2= 5.0 in^ (1.5) DL Defl= 0.36 in Dafa Beam Span 16.0 ft Reaction 1 LL 1632# Reaction 2 LL 1632# Beam Wt per ft 15.31 # Reaction 1 TL 3713 # Reaction 2 TL 3713 # Bm Wt Included 245 # Maximum V 3713 # Max Moment 14852'# Max V (Reduced) 3171 # TL Max Defl L/240 TL Actual Defl L/351 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 114.33 49.00 0.55 0.19 Critical 50.01 13.12 0.80 0.53 Status OK OK OK OK Ratio 44% 27% 68% 35% Fb (psi) Fv (psi) E (psi X mil) Fc_L (psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 3563 363 2.0 750 Adiustments CF Size Factor 0.983 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; 204 Uniform TL; 449 = A Uniform Load A ZX zx R1=3713 R2 = 3713 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2013 licensed to: David March/David March Architect Reg # 8551-66854 Delude Main Residence RR-1 Date: 9/11/13 Selection Conditions 2x6 DF-L#1 Lu = 0.0 Ft NDS 2012, Repetitive Use Min Bearing Area R1=0.4in2 R2= 0.4 in^ (1.5)DLDefl= 0.16 in Dafa Beam Span 8.5 ft Reaction 1 LL 111 # Reaction 2 LL 111 # Beam Wt per ft 0# Reaction 1 TL 243 # Reaction 2 TL 243 # Bm Wt Included 0 # Maximum V 243 # Max Moment 517 •# Max V (Reduced) 217 # TL Max Defl L/240 TL Actual Defl L/422 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in^) Shear (in^) TL Defl (in) LL Defl Actual 7.56 8.25 0.24 0.09 Critical 3.32 1.45 0.43 0.28 Status OK OK OK OK Ratio 44% 18% 57% 30% Fb (psi) Fv (psi) E (psi x mil) Fc_L (psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1869 225 1.7 625 Adiustments 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 Loads Uniform LL; 26 Uniform TL; 57 = A Uniform Load A ZX Rl = 243 ZX R2 = 243 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DIEGO, CA 92 1 1 5 DMARCHITECT@COX.NET 619.804.5197 CELL 302.269.3215 FAX SECTION 3 - LATERAL LOAD ANALYSIS I ra •avid M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DlEGO, CA 921 15 DMARCH ITECTC&COX.N ET 619.804.5197 CELL 302.269.3215 FAX FOOTING DESIGN *Soils report recommendations always supercede footing size and reinforcement noted on this page. ASBP (psf) 2,500 p • MAX L Continuous Footings: WIDTH (in.) 15 DEPTH (IN.) 18 PMAX=(2x(D-h6)-h4)xWx(ASBP/144) = 13,542 Spread Footings So 1 I'' i Load (Ibs) Pad No. Size (sq.) Depth (in.) #4 Rebar (E.W.) 62,500 P-1 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 18 3 10,000 P-6 24 12 2 Slze=SQRT((L0AD/ASBP)x144) Typical Grade Beam And Continuous Footing U.N.O. By Soils Report Pad No. Width (in.) Depth (in.) Rebar (E.W.) GB-1 18 24 2) #6 T & B w/ stirrups per detail F-0 12 12 1)#5T&B F-1 15 18 2) #4 T & B Note: Site walls up to 8' tall to be constructed per info bulletin 222 providing that the criteria there within is met. Eg David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DIEGO, CA 921 15 DMARCHITECT@C0X.NET 619.804.5197 CELL 302.269.3215 FAX LATERAL ANALYSIS Seismic Design Data Importance Factor: 1.0 Latitude: 33.162341 Longitude-117.340373 Spectral Response Acc: Ss=1.288g. S,=0.485g SDs=0.859g. SDi=0.323g Seismic Design Category: B SEISMIC (Note: Eh = V per calc's) Eh = (F*SDS/R)(WDL) = 0.108 WDL Design Base Shear(minimum) = 0.132W Redundancy Factor =1.3 Use 0.172W Where: ZONE R 4 6.5 2 STORY: (AS APPLIES) SEISMIC SOURCE: B 'SOIL TYPE: Sg Wt H WH — (WT) XWH ^^^^ Vs(psf) Area Total Seismic Force (#) ^oof+Walls 39 24 936 47.6 8.2 1,055 8,651 Floor+Walls 22 12 264 61 10.5 1,055 11,069 IW 61 I WH=1,200 1 STORY Vs= (RoofD.L.+ WallD.L)X 0.172 Vs= 6.7 N/A N/A David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DlEGO. CA 921 15 DMARCHITECT(4>COX.NET 619.804.S197 CELL 302.269.3215 FAX SUMMARY OF LATERAL DESIGN' UTILIZES THE FOLLOWING FORMULAS Eh = l/2(Abase)(Adepth)(Vs) Vs=E/T.L. Overturning = Vs X P.H. WTND GOVERNING LENGTHS L = (Vw xH«,) / E^ 2nd Story Htrib=10 VwXHtrib = 240 L=32 ft. 1st Story Htrib = 20 VwXHtrib = 480 L=49.5 ft. 1 Story Htrib=13 VwXHtrib = 312 L=50.3 ft. ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (i.e. Wind or Seismic). DESIGN ACCORDINGLY. CONVENTIONAL SHEAR WALL SCHEDULE SYMBOL SHEAR (PLF) MATERIAL AND NAILING DESCRIPTION ANCHOR BOLT SCHED. MDmnnK BOTTOM PUTE NAILING CONVENTIONAL SHEAR TRANSFER NAnS it BLOCKS SIMPSON CLIPS TJI TJI BLK'G TO PUTES JST. Sf. TRANSFER MICRO LAM RIM JST./BLK'G W/ SIMPSON CLIPS A 260 3/8" CDX PLYWOOD 8d • 6' O.C. E.N. k 12" O.C. F.K. 5/8"0 ANCHOR BOLTS « 36" O.C. 16 d • 6" O.C. 16 d e 6" O.C. A35 e 16" O.C. 10 d « 4" O.C. STAGGEOiED A35 e 16" O.C. A A 380* 3/B" CDX PLWOOD 8d « 4" O.C. E.N. & 12" O.C. F.N. ON 3x ySUBERS (STUD iND SILL PUTE) 5/8"0 e 24" ANCHOR O.C. BOLTS 16 d « 4" O.C. 16 d « 4" O.C. A35 e 12" O.C. 10 d « 4" O.C. STAGGERED A35 e 12" O.C. 490* 3/8" CDX PLYWOOD Bd « 3" O.C. E.N. IL 12" O.C. F.N. ON 3z UEllBEKS (STUD AND SILL PUTE) 5/8"0 6 18" ANCHOR O.C. BOLTS 16 d © 3" O.C. A35 e 8" O.C. A35 e 8" O.C. A 550* 1/2" STRUC 1 PLYWOOD 8d • 3" O.C. EJI. k 12" O.C. PJf. 5/8"e « 17" ANCHOR O.C. BOLTS 16 d e 3" O.C. A35 e 8" O.C. ASS « 8" O.C. 665* 1/2" STRUC 1 PLYWOOD lOd • 3" O.C. E.N. k 12" O.C. ?K ON 3z UEUBERS (STUD AND SU PUTE) 5/a'0 e 22" ANCHOR O.C. BOLTS 3/8*x6' LAGS • 8' O.C. INTO 4z BUCG A35 « 8" O.C. A35 • 8" O.C. A 730* 3/8" STRUC 1 PLYWOOD 8d • 2" O.C. EJf. k 12" O.C. FJt. ON 3z UEVBERS (STUD AMD SIU, PUHE) 5/8"0 « 20' ANCHOR O.C. BOLTS 3/B*z6' LAGS • 8' O.C. INTO 4z BUCG ASS • 6" O.C. A3G • 8' O.C. A 870* 1/2" STRUC 1 PLYWOOD lOd • 2" O.C. E.N. k 12" O.C. FJJ. ON 3z UEUBERS (STUD AND SUL PUTE) 5/a"0 e 16" ANCHOR O.C. BOLTS 3/8*x6' UGS • 6' O.C. INTO 4z BUCG A35 e 6" O.C. A3S • e' O.C. A 300 3/8" CDX PLYWOOD 6d 9 4" O.C. E.N. it 12" O.C. F.N. 5/8"0 e 24" ANCHOR O.C. BOLTS 16 d • 4" O.C. 16 d • 4" O.C. ASS « 12" O.C. 10 d « 4" O.C. STAGGERED A35 e 12" O.C. CD cn CM iri SHEARWALL NOTES: 1. STUCCO AND/OH W/ VENEER OVER A PLYWOOD SHEARWALL WILL BE WATERPROOF WITH A UIN OP (2) LAYERS OP 15 LB PAPER. 2. ONLY COUUON NAQS ARE TO BE USED FOR ALL PLYWOOD SHEARWAUS. 3. NAIL GUNS USING "CUPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABU: 4. ALL BOLT HOLES TO BE DRILLED 1/32' UN. TO 1/16' UAX OVERSIZED. *6. USE DOUGLAS FIR #2 PRESSURE TREATED SU, PLATES. ENGINEER TO BE NOTIFIED FOR REDESIGN IF OTHER SPECIES SILL PLATES ARE USED (OR ARE A PART OF EXISTING BUIU3ING). CAPACITY IS GREATER THAN 350 PU* PROVIDE 3z SHI. PLATES, REDUCE A.B. SPACING TO SOX OF THAT SHOWN IN THE TABLE: PROVIDE 3z STUDS AT ADJOINING PANEL EDGES. CM O in 1^ o CM CO CM SUMMARY OF LATERAL DESIGN FOR EQ/WIND LOADS Grid ^base •'^depth ^eq (psO ^wind (psO Erfective Plate Ht (ft) EQ Load (lbs) Wind Load (lbs) Governing Lateral Load (Ibs) Shear Wall Length (ft) Total Wall Lenglh (ft) Unit Shear Gross Uplift in Lbs Type of Shear Wall Holdowns Second Hoor 1 34 27 8.2 24 9 3764 3672 3764 20 20 188 1694 1 MST27 2 34 27 8.2 24 9 3764 3672 3764 5+6+6 17 221 1993 1 MST27 3 27 34 8.2 24 9 3764 2916 3764 4.5+4.5 9 418 3764 3 MST37 4 27 34 8.2 24 9 3764 2916 3764 7.5+8 15.5 243 2185 1 MST27 First Floor (at 2nd floor portion) 1 9 38.5 10.5 24 9 1819 972 1819 6.5 6.5 280 2519 2 HDU2 1.5 34 38.5 10.5 24 9 6872 3672 6872 8+6 14 491 4418 9 HDU4 2 26 36 10.5 24 9 4914 2808 4914 15 15 328 2948 2 HDU2 3 16.5 34 10.5 24 9 2945 1782 2945 4.5+4.5 9 327 2945 2 HDU2 4 18.5 34 10.5 24 9 3302 1998 3302 Simpson Strong Wall (ICC-ES ESR-1267 (2) SW32X9 5F 27 34 10.5 24 9 4820 2916 4820 14 14 344 3098 2 HDU4 First Hoor (at 1st floor roof only portion) 5 22 58.5 6.7 24 8 4311 2112 4311 Simpson Strong Wall (ICC-ES ESR-1267 (3) SW22X7X4 6 33 22 6.7 24 8 2432 3168 3168 9.5 9.5 333 2668 2 HDU2 7 25 21.5 6.7 24 8 1801 2400 2400 8+12 20 120 960 1 N/A 8 25 21.5 6.7 -24 8 1801 2400 2400 4+4 8 300 2400 2 HDU2 9 21.5 25 6.7 24 8 1801 2064 2064 5+5 10 206 1651 1 HDU2 10 21.5 25 6.7 24 8 1801 2064 2064 14.5 14.5 142 1139 1 HDU2 Delude Shearwall Schedule 9/11/2013 David M. March, AIA ARCHITECT 6161 EL CAJON BLVD. #448 SAN DlEGO. CA 92 1 1 5 DMARCHITECT@COX.NET 61 9.804.5197 CELL 302.269.321 5 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 2-4-^ • gp" A Al Aa(4) 4 A3 (4) \ /_ LApG_ RECEIVED OCT 1 7 2013 CITY OF CARLSBAD BUILDING D;V.OION © Copyright CompuTrus Inc. 2006 •.DER: VECT TITLE: )Gara / A DFMWNBY: MAC CHECKED BY: IVERY LOCATION: SCALE: NTS ISSUE DATE: 08/26/13 REVISION-1: REVISION-2: REVISION-3: ABOVE PLAN PROVIDED FOH TRUSS PLACEMENT ONLY.REFER TO TRUSS CALCUUTIONS AND ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER INFORMATION. BUILDINQ DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS. BUILDING DESIGNER/ENGINEER OF RECORD TO REVIEVK AND APPROVE OF ALL DESIGNS PRIOR TO CONSTRUCTION. [LUMMR&IRUSS ^ All designs are property of Alolia Lumber & Truss, Inc.. All designs are null and void if not fabricated by Aloha Lumber & Truss, Inc.. ALUMA LUMbtH & IKUSS, INU. LUMBER SPECIFICATIONS TC: 2X4 DF #2 BC: 2x4 DF #2 WEBS: 2x4 DF #2. TC UTERAL SUPPORT <= 12"0C. UON. BC LATERAL SUPPORT <= 12'0C. UON. Staple or equal at non-structural vertical members (uon). Connector plate prefix designators: C,CN,C18,CN18 (or no prefixT = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek Mt series LLI TRUSS SPAN 24'- 8.0" LOAD DURATION INCREASE =1.25 SPACED 24.0' O.C. LOADING 2a.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAO. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. Wind: 90 nph, h=15ft, TCDL=8.4,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration tactor=l.6, Truss designed for wind loads in the plane of the truss only. Note:Truss design requires continuous bearing wall for entire span UON. IMax CST: TC:0.60 BC:0.01 Web:0.08l Truss designed for 4x2 outlookers. 2x4 let-ins of the same size and grade as structural top chord. Insure tight fit at each end of let-in. Outlookers must be cut with care and are periissible at inlet board areas only. 12-04 12-04 6-07-08 5-08-08 12 4.00 C=^ f IIM-4X4 M-2.5xQ4i0'M-2.5x6 5-08-08 6-02-10 12 -=3 4.00 M-2.5X6 M-2.5x6 M-2.5x6 M-1.5x4 M-1.5x4 M-2.5x6 M-2.5x6 M-2.5x6 -1.5x4 M-1.5x4 M-2.5x6 M-2.5x4 M-5x8(S M-2.5x6 fi M-2.5x4 6-05-12 5-10-04 5-10-04 8-06-14 2-00 <PL: 8-01-00 24-08 2-00 JOB NAME: 0 Gara - AG Scale: 0.2981 Truss: AG DES. BY: EE DATE: 8/26/2013 SEQ.: 5640887 TRANS ID: 377441 illllllllllllllllllllllllllll WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. Additiona) temporaiy bracing to insure stability during constructton is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until afier all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 6. This design is ftirnished subject to the limitations set forth by TPI/WTCA in BCSI, copies of which will be furnished upon request. MiTek USA, IncyCornpuTrus Software 7.6.4-SP5(1L)-E GENERAL NOTES, unless othenvise noted: 1. This design is based only upon the parameters shown and is for an individual building component. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2. Deugn assumes the top and bottom chords to be laterally braced at 2' o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathingfTC) and/or drywall(BC). 3. 2x Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non>corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Desf^gm assumes adequate drainage is provided. 6. Plates shall be located on both faces or truss, and placed so their center lines coincide with joint center tines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR'1311, ESR-1988 (MiTek) i_n « I nwoo , LUMBER SPECIFICATIONS TC; 2x4 DF #2 BC; 2x4 DF #2 IVEBS: 2x4 OF #2_ TC LATERAL SUPPORT <= 12'0C. UON. BC LATERAL SUPPORT <= 12'M. UON. OVERHANGS; 25.r 25.1- Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 24'- S.O' LOAD DURATION INCREASE =1,25 SPACED 24.0' O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAO = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. CBC2010/IBC2009 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 , BEARING LOCATIONS 0'- 0.0" 18'- 2.2- 24'- 8.0" 1- 2=1 -15) 2- 3=1-1886 3- 4=( -815 4- 5= -817 5- 6= 0 6- 7= -15) 43 0 0 0 582 43 MAX VERT REACTIONS -25/ 915V 0/ 1622V -71/ 2B5V 2- B=( 0) 1724 8- 9=1 Oj 1712 9- 10=1-406 0 10- 6= -466 0 MAX HORZ REACTIONS -103/ 103H 0/ OH -103/ 103H BRG SIZE 3.50" 3.50- 3.50' 8- 3={ 0) 267 3- 9= -1086) 0 9- 4=1 0) 178 9- 5= 0) 1185 5-10={-1340) 30 REQUIRED BRG AREA SQ.IN. (SPECIES) 1.46 DF ( 625 2.34 DF 625) 0.46 DF i 625) VERTICAL DEFLECTION LIMITS: LL=L/360, TL=L/24Q MAX LL DEFL = 0.018" » -2'- 0.6' Allowed = MAX TL DEFL = -0.030' » -2'- 0.6' Allowed = MAX LL DEFL = -0.065' » 6'- 5.7' Allowed = MAX TL DEFL = -0.116" 9 6'- 5.7' Allowed = MAX LL DEFL = 0.018" 9 25'- 8.6" Allowed = MAX TL DEFL = -0.030" 9 26'- 8.6" Allowed = MAX TC PANEL LL DEFL = -0.053" 9 21'- 8.6' Allowed = MAX TC PANEL TL DEFL = -0.088' i 21'- 8.6' Allowed = 0.139' 0.209' 0.592' 0.887' 0.139' 0.209' 0.388' 0.582' MAX HORIZ. LL DEFL ^ MAX HORIZ. TL DEFL 0.015' 0.026' 18' 18' 2.2" 2.2' V(AHNING;TRUSS NOT PLATED SYMMETRICALLY. MARK TRUSS PRIOR TO INSTALLATION TO ENSURE PROPER ORIENTATION AS SHOWN. f-12-04 12-04 6-07-08 5-08-08 5-08-08 6-07-08 12 M-2.5x4 . o 12 This truss does not include any tine dependent deforsation for long term loading (creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Wind: 6-05-12 5-10-04 5-10-04 6-05-12 90 mph, h=15ft, TCDL=8.4,BCDL=6.0, ASCE 7-06, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. iMax CSI: TC:0.73 BC:0.55 Web:0.64l 2-00 <PL: 8-01-00 [PROVIDE FULL BEARING;Jts:2.10.61 24-08 2-00 JOB NAME: 0 Gara - A Scale: 0.2481 Truss: A DES. BY: EE DATE; 8/26/2013 SEQ.: 5640888 TRANS ID: 377441 WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. Additional temporary bracing to insure stability during construction is the responsibility o( the erector. Addittonal permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility forthe fabrication, handling, shipment and installation of components. 6. This design is fumi^ied subject to the limitations set forth by TPI/WTCA in BCSl, copies of which wiU be fumished upon request. MiTek USA, Inc/CompuTms Software 7.6.4-SP5(1L)-E GENERAL NOTES, unless othenwise noted: 1. This design is based only upon the parameters shown and is for an individual building component. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2. Design assumes the top and bottom chords to be laterally braced at 2' o.c. and at 10' o.c. respectively unless braced throughout their len^ by conlinuous sheathing such as plywood sheathingfTC) and/or drywall(BC). 3. 2x Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility ofthe respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 6. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311, ESR-1988 (MiTek) ALOHA LUMBER & TRUSS, INC. LUMBER SPECIFICATIONS TC: 2x4 DF #2 BC: 2x4 DF #2 IVEBa: 2x4 OF HZ TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. OVERHANGS: 25.1" 25.1' Connector plate prefix designators: C,CN,C18,CN18 (or no prefixT = CompuTrus, Inc M,M20HS,M18HS,M16 = MlTek MT series TRUSS SPAN 24'- 8.0' LOAD DURATION INCREASE = 1.25 SPACED 24,0' O.C. LOADING LL( 20.0)+0L( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. CBC2010/IBC2009 BEARING LOCATIONS 0'- 0.0' 18'- 2.2' 24'- 8.0' 1- 2= 2- 3= 3- 4= 4- 5= 5- 6= 6- 7= -15) -1898 -837) -839 -25 -15) 43 0 0 0 590 43 MAX MEMBER FORCES 2- 8=( 0) 1736 8- 9= 0 1725 9- 10=(-412) 0 10- 6= -473) 10 4WR/GDF/Cq=1,00 MAX VERT REACTIONS -25/ 921V 0/ 1599V -64/ 299V MAX HORZ REACTIONS 0/ 378H -375/ OH 0/ 245H BRG SIZE 3.50' 79.60' 79.50' 3= 3- 9=( 9- 4=1 9- 6=1 5-10=1 "I -1075) 0) 0) -1357) 260 0 191 1216 23 REQUIRED BRG AREA SQ.IN. (SPECIES) 1.47 DF ( 625) 2.66 DF I 625 0.48 DF 625 VERTICAL DEFLECTION LIMITS; LL=L/360, TL=L/240 MAX LL DEFL MAX TL DEFL = MAX LL DEFL = MAX TL DEFL = MAX LL DEFL = MAX TL DEFL = 0.018' 0.030' -0.065' » -0.117' 9 0.018' » -0.030" » 0.6' 0.6' 5.7' 5.7' 8.6' 8.6' Allowed = Allowed = Allowed = Allowed = Allowed = Allowed = 0.139' 0.209' 0.592' 0.887' 0.139" 0.209" WARNING;TRUSS NOT PLATED SYMMETRICALLY. MARK TRUSS PRIOR TO INSTALLATION TO ENSURE PROPER ORIENTATION AS SHOWN. 12-04 12-04 6-07-08 5-08-08 5-08-08 6-07-08 12 12 M-2.5x6 . o MAX HORIZ. LL DEFL = 0.015" MAX HORIZ. TL DEFL = 0.026" 18'- 18'- 2.2" 2.2" This truss does not Include any tine dependent deformation for long teri loading (creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Wind; 90 mph, h=15ft, TCDL=8.4,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6. Truss designed for wind loads in the plane of the truss only. IMax CSI: TC:Q.71 BC:0.56 Web;0.64l 6-05-12 5-10-04 5-10-04 6-05-12 > ^-2-00 <PL: 8-01-00 24-08 2-00 JOB NAME: 0 Gara - A1 Scale: 0.2481 Truss: A1 DES. BY: EE DATE: 8/26/2013 SEQ.: 5640889 TRANS ID: 377441 WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown 3. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and instaMation of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in BCSl, copies of which win be furnished upon request. MiTek USA, Inc^CompuTais Software 7.6.4-SP5(1L)-E GENERAL NOTES, unless otherwise noted: 1. This design is based only upon the parameters shown and is for an individual building component Applicability of de«gn parameters and proper incorporation of component is the responsibility of Ihe building designer. 2. Design assumes the top and bottom chords to be lateraHy braced at 2' o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathingCTC) and/or drywall(BC). 3. 2x Impact bridging or tateral bracing required where shown * + 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311, ESR-1988 (MiTek) ALUttA LUMBtK & IKUaS, INtl. LUMBER SPECIFICATIONS TC; 2X4 DF #2 BC; 2X4 DF #2 WEB^: 2x4 DF #3 TC LATERAL SUPPORT BC UTERAL SUPPORT OVERHANGS; 25.1" 12''0C. UON. 12"0C. UON. 25.1' Connector plate prefix designators; C,CN,C18,CN18 (or no prefix) = CompuTrus, M,)|I20HS,H13HS,M16 = MiTek MT series Inc TRUSS SPAN 24'- 8.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. 12-04 12-04 6-07-08 5-08-08 4.00 t 12 M-4X6 5-08-08 6-07-08 12 14.00 M-2.5x4 M-2.5x4 it 6-05-12 5-10-04 5-10-04 6-05-12 > J-2-00 <PL: 8-01-00 CBC2010/IBC2009 MAX MEMBER FORCES 1- 2=( -15) 43 2- 8=(0) 2885 2- 3= -3118 0 8- 9= 0 2874 3- 4=1-2097) 0 9-10= 0 2874 4- 5=1-2097) 0 10- 6=(0) 2885 5- 6= -3118 0 6- 7= -15 43 4WR/GDF/Cq=1.00 8- 3= 0) 256 3- 9= -1026) 0 9- 4= 0) 976 9- 6=i-1026) 0 6-10=( 0) 256 BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0' 0/ 1332V -103/ 103H 3.50" 2.13 DF ( 625) 24'- 8.0" 0/ 1332V -103/ 103H 3.50" 2.13 DF j 625 VERTICAL DEFLECTION LIMITS: LL=L/360, TL=L/240 MAX LL DEFL MAX TL DEFL MAX LL DEFL ' MAX TL DEFL MAX LL DEFL MAX TL DEFL 0.018" -0.030" -0.159" -0.286" 0.018" -0.030" -2' -2' 12' 12' 26' 26' 0.6" 0.6" 4.0" 4.0" B.6" 8.6" Allowed Allowed Allowed = Allowed = Allowed = Allowed = 0.139" 0.209" 0.803" 1.204" 0.139" 0.209" MAX HORIZ. MAX HORIZ. LL DEFL TL DEFL 0.055" 0.099" 24'- 24'- 4.5" 4.5" This truss does not include any time dependent deformation for long term loading (creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Wind: 90 mph, h=15ft, TCDL=8.4,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6. Truss designed for wind loads in the plane of the truss only. iHax CSI: TC:0.72 BC:0.75 Web:0.61l 24-08 -4 > 2-00 JOB NAME: 0 Gara - A2 Scale; 0.2481 Truss: A2 DES. BY: EE DATE: 8/26/2013 SEQ.: 5640890 TRANS ID: 377441 ililllllllilllllllllli WARNINGS: 1. Builder and erection contractor st\ould be advised of ati General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown 3. Additional temporary bradng to insure stability during construction is the responsibility ofthe erector. Additional permanent bracing of the overall structure is the responsibility ofthe building designer. 4. No load shouki be applied to any component untU after all bracing and fasteners are complete and at no time should any toads greater than design loads be appiied to any component. 5. CompuTrus has no control over and assumes no responsibility forthe fabrication, handling, shipment and installation of components. 6. This design ts fumished subject to the limitations set forth by TPI/WTCA in BCSI, copies of which will be fumished upon request. MiTek USA, lnc7CompuTrus Software 7.6.4-SP5(1L)-E GENERAL NOTES, unless othenvise noted: 1. This design is based only upon the parameters shown and is for an individual building component. Applicability of design parameters and proper incorporation of component Is the responsibilHy of the building designer. 2. Design assumes the top and bottom chords to be laterally braced at 2' o.c. and at 10' o.c. respectively untess braced throughout their length by conlinuous sheathing such as plywood sheathing(TC) and/or drywall(BC). 3. 2x Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility ofthe respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequale drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center tines. 9. Digits indicate size of plate in inches. 10. For basic connector plata design value* see ESR-lSl \. ESR-ASBfi ALuna LUMDtn a muas, iNU. LUMBER SPECIFICATIONS TC; 2x4 OF #2 BG; 2x4 OF #2 WEBS: 2x4 DF #2 TC UTERAL SUPPORT <= 12"0C. UON. BC UTERAL SUPPORT <= 12'0C. UON. OVERHANGS: 25.r 0.0" Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, l»,M20HS,M18H3,M16 = MiTek WT series Inc TRUSS SPAN 24'- 8.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. C8C2010/IBC2009 MAX MEMBER FORCES 1- 2=( -15) 43 2- 7=(0) 2886 2- 3= -3119) 0 - - - - 3- 4=(-2097) 0 4- 6=i-2097) 0 5- 6=(-3120) 0 7- 8=(0) 2875 8- 9= 0 2877 9- 6=(0) 2888 4WR/GDF/Cq=1.00 7- 3=( 0) 256 3- 8=(-1026 0 8- 4=( 0 977 8- 5=i-102a) 0 6- 9= 0 256 BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" 0/ 1332V -103/ 89H 3.50" 2.13 OF ( 625 24'- B.O' 0/ 1332V -103/ 89H 3.50' 2.13 OF ( 625) VERTICAL DEFLECTION LIMITS: LL=L/360, TL=L/240 MAX LL DEFL = 0.018' » -2'- 0.6' Allowed = 0.139' MAX TL DEFL = -0.030' » -2'- 0.6' Allowed = 0.209' MAX LL DEFL = -0.159" » 12'- 4.0' Allowed = 0.803' MAX TL DEFL = -0.286' f 12'- 4.0' Allowed = 1.204' MAX HORIZ. MAX HORIZ. LL DEFL ' TL DEFL ' 0.055' » 24'- 0.099" i 24'- 4.5' 4.5" 12-04 12-04 6-07-08 5-08-08 5-08-08 6-07-08 This truss does not Include any time dependent deformation for long tern loading (creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Wind: 90 mph, h=16ft, TCDL=8.4,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6. Truss designed for wind loads in the plane of the truss only. IMax CSI: TC:0.73 BC:0.75 Web:0.6TI 12 4.001 12 14.00 M-2.5x4 it 3.0' ^-2.5x4 ^ C . igj y- M-3x8 7 M-1.5x4 ). 8 'f 0.25" M-5x8(S) ^ 9 M-1.5x4 M-3x8 -J- 3s 6-05-12 5-10-04 5-10-04 6-05-12 2-00 <P1-: 8-01-00 24-08 JOB NAME: 0 Gara - A3 Scale: 0.2565 Truss: A3 DES. BY: EE DATE: 8/26/2013 SEQ.: 5640891 TRANS ID: 377441 WARNINGS: 1. Bulkier and erection contractor shouki be advised of all General Notes and Wamings before construction commences. 1. 2x4 compression web bracing must be installed where shown 3. AddKionai temporary bracing to insure stability during construction is the responsibility ofthe erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any k)ads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and instaHatlon of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI, copies of which wiB be furnished upon request. MiTek USA, Inc/CompuTrus Software 7.6.4-SP5(1L)-E GENERAL NOTES, unless othenwise noted: 1. This design is based only upon the parameters shown and is for an Individual building component. Applicability of design parameters and proper incorporation of component is the responsibility of the buikling designer. 2. Design assumes the top and bottom chords to be laterally braced at 2" o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathwigCTC) and/or drywall{BC). 3. 2x Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility ofthe respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide wKh joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311, E5R-1988 (MiTek) LUMBER SPECIFICATIONS TC; 2X4 DF «2 BC; 2x4 DF #2 WEBS; 2x.-t P/ #; TC UTERAL SUPPORT <= 12"0C. UON. BC UTERAL SUPPORT <= 12"0C. UON. Staple or equal at non-structural vertical nenbers (uon). Connector plate prefix designators; C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M20HS,M18HS,M16 = MiTek MT series TRUSS SPAN 24'- 8.0' LOAD DURATION INCREASE =1.25 SPACED 24.0' O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 44.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS QF CBC 2010 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT CONCURRENTLY. Wind: 90 mph, h=15ft, TCDL=8.4,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. Note:Truss design requires continuous bearing wall for entire span UON. fMax CSI: TC:0.61 BC:0.Q1 Web:0.08l Truss designed for 4x2 outlookers. 2x4 let-ins of the same size and grade as structural top chord. Insure tight fit at each end of let-in. Outlookers must be cut with care and are permissible at inlet board areas only. 12-04 12-04 6-07-08 5-08-08 5-08-08 6-07-08 12 4.00 [ 1IM-4X4 M-2.5x^4^" M-2.5x6 12 ^==0 4.00 M-2.5x6 M-2.5x6 M-2.5x6 M-1.5x4 1 .5x4 M-2.5x6 M-2.5x6 M-2.5x6 M-1.5x4 M-1.5x4 M-2.5x6 M-2.5x6 M-2.5x4 4^ 6-05-12 5-10-04 5-10-04 6-05-12 2-00 <PL: 8-01-00 24-08 JOB NAME: 0 Gara - A3G Truss: A3G DES. BY: EE DATE: 8/26/2013 SEQ.: 5640892 TRANS ID: 377441 Scale: 0.3166 WARNINGS: 1. Bulkier and erection contractor should be advised of all General Notes and Wamings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. Addittonal temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No toad should be applied to any component untN after all bracing and fasteners are complete and at no time shouki any toads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility forthe fabricatton, handling, shipment and instalation of components. 6. This design is fumished subject to the [imitations set forth by TPIAYTCA in BCS], copies of which will be fumished upon request. MiTeX USA, IncJCompuTrus Soflv/are 7.6.4-SP5(1 L)-E GENERAL NOTES, unless otherwise noted: 1. This design is based only upon the parameters shown and is for an individual buikling component. Applicability of design parameters and proper incorporatton of component Is the responsibilKy of Uie buitoing designer. 2. Design assumes the top and bottom chords to be laterally braced at 2" o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywall(BC). 3. 2x Impact bridgtog or lateral bracing required where shown + 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are tor "dry condttlon" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. De»gn assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of ptalft in lnct\es. 10. For basic connector plate design values see ESR-1311, ESR-1988 (MiTelt) «r CHRISTIAN WlirH.L R t N G 1 N I L R. I N G M;uTh 7, 2007 Soil Testers I'ost Office Box 1195 J .akcside, C.\ 92040 RECEIVED DEC 1 7 203 CITY OF CARLSBAD BUILDING DiVISION CWT. 2070028.1 SUBJECT; SEISMIC DESIGN CRITERIA, PROPOSED RESIDENTIAL BUILDING SITE, 1103 OAK AVENUE, CARLSBAD, CALIFORNIA RI'FF'RILNGRS: I) .Site Inspection, IVoposed Resideniial Building Site, ] 103 Oak Avenue, City of Carlsbad, California by Soil Testers, File No. 1106F5-07, dated February' 8, 2007. 2) Maps of Known Active Fault Near-Source Zones m California and Adjacent Portions of Nevada Ity California Division of Muies and Geology, dated Februan' 1998. 3) Geologic M-ipa of thc Northwestern Part of San Diego Count}'-, California; California Division of Mines and Geology Open-File Report 96-02 bj Siang S. Tan and Michael P. Kennedy l)e;>r F;idics and Cjendenien: in accordance with your request, we have prepared this letter to present pertinent scismic/geotcchnical informauon regarding the project site. The scope of our limited study consisted of a review of the rel'erenced soils report, a review of other pertinent literature, and the preparation of tliis letter that includes our IIIKIJUS'S. GENERAL GEOLOGIC SETTING: The project site is located m the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary-age sedimentary deposits, associated residua! soils, and minor amounts of fill materials. The near-surface materials at the site arc described in lhe referenced reporl bv Soil Testers. SHfSMJC DESIGN PARA.METERS: Based I'd on a ma .ximum magnitude (IVlmax) earthquake of 7.2 along .! .Mercury Street San Oiego, CA 92111 -fl CVCF 2U70028.1 March 7, 2007 9 die nearest portion of the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be Hpproxunatelv (142 g. F'or stmctural design purposes, a damping ratio not greater than 5 percent of critical dampening, and Soil Profile T^pe SD are recommended (CBC Table 16-J). Based upon die location of tlie site nt appro.v.inateh- eight kilometers from die Newport-Inglewood Fault and the Rose Canyon Fault Zone (T\pe 1^ i-'aults). Neat Source F^actors N, equal to 1.0 and Nv equal to 1.07 are also applicable. Tiiese values, along with other seismically related design parameters from die Califorma Building Code (CBC), Volume II, Chapter 16, utilizing a Seismic Zone 4 are presented m tabular form below. 1 CBC - CHAPTER 16 TABLF. No. SEISMIC PARAME'FER RECOMMENDED VALUE 16 1 ! Seismic Zone Factor Z 0.40 16-J Soil Profile T)^e SD 16-Q Seismic Coefficient Ca 0,44 Na 16-R Seismic Coefficient Cv 0.64 Nv 16-S Near Source Factor Na 1.0 16-T Near Source Factor Nv 1.07 16-U Seismic Source Type B X LIQUEFACTION: Liquefaction is the phenomenon that may result in large total and/or differential ground surface settiement and possible lateral ground spreading during an earthquake. Liquefaction occurs when loose, saturated, generally tine sands and silts are subject to strong ground shaking. The soil loses all shear strength and becomes a viscous liquid for a short penod of time, and then usually solidifies. Settlement of thc ground surface and failure of foundations caused by liquefaction is usually only affected by the soils that liquefy witliin the upper 30 feet; the effect of liquefaction of soils below tliis depth is not usually manifested at the ground surface. Four conditions usually must be present before liquefaction can occur: 1) The soil is below the groundwater table, i.e., saturated; .•1) The soil IS composed predominantly of fine sand and s'dt, .]) The soil IS in a loose to medium dense state; 4) The soil IS subject to a sufficient magnitude and duration of strong ground shaking. C\X'E 2070028.1 March 7, 2007 leased on tlie available information, it appears that not all of the conditions requircd for liquefaction are present at the subject site. The level of anticipated groundshaking from seismic activity is relatively liigh but the groundwater table is relatively deep and the native materials at the site appear to be firm and are not considered subject to liquefaction. If vou h:n'c nny questions after reviewing tliis letter, please do not hesitate to contact this otfice. Respecifullv submitted, CHRISTIAN WHEELER ENGINEERING Gurus R. Burdett, C.E.G, #1090 GRB:nmm cc: (4) Submitted *********************** * * * EQFAULT * * * * Version 3.00 * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 2070028 DATE: 03-07-2007 JOB NAME: Soil Testers Oak Ave CALCULATION NAME: Test Run Analysis FAULT-DATA-FILE NAME: C:\Program Files\EQFAULTl\2 002CGSFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.1623 SITE LONGITUDE: 117.3404 SEARCH RADIUS: 100 mi ATTENUATION RELATION: 3) Boore et al. (1997) Horiz. - NEHRP D (250) UNCERTAINTY (M=Median, S = Sigma) : M Nuinber of Sigmas: 0.0 DISTANCE MEASURE: cd_2drp SCOND: 0 Basement Depth: 5.00 km Campbell SSR: Campbell SHR: COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: C:\Program Files\EQFAULTl\2 0 02CGSFLTE.DAT MINIMUM DEPTH VALUE (km): 0.0 EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS I I ESTIMATED MAX. EARTHQUAKE EVENT I APPROXIMATE \-- ABBREVIATED j DISTANCE j MAXIMUM | PEAK |EST. SITE FAULT NAME j mi (km) jEARTHQUAKEj SITE [INTENSITY I j MAG.(Mw) I ACCEL, g jMOD.MERC. ^^===^.^ — --:z^~ = - = ~~~:=:=:::~ = ~—— = - — - = — = = = = = = =: =:z^z= j = = =: = = = = = = = 1 ZZ =i = SS is. s= NEWPORT-INGLEWOOD (Offshore) 5 2 ( 8 •3) 1 7 . 1 0 412 1 X ROSE CANYON .5 ( 8 .8) 1 7 . 2 0 421 1 X CORONADO BANK 21 .3 ( 34 .3) 1 7 .6 0 203 1 VIII ELSINORE (TEMECULA) 23 8 ( 38 .3) 1 6 . 8 0 123 1 VII ELSINORE (JULIAN) 24 0 ( 38 •7) 1 7 . 1 0 143 1 VIII ELSINORE (GLEN IVY) 33 2 ( 53 .5) 1 6 .8 0 095 1 VII SAN JOAQUIN HILLS 34 7 ( 55 •9) 1 6 .6 0 101 1 VII PALOS VERDES 35 7 ( 57 •4) 1 7 .3 0 117 1 VII EARTHQUAKE VALLEY 43 9 ( 70 •7) ! 6 . 5 0 065 1 VI NEWPORT-INGLEWOOD (L.A.Basin) 45 6 ( 73 •4) 1 7 •1 0 087 1 VII SAN JACINTO-ANZA 46 4 { 74 .6) 1 7 .2 0 091 1 VII CHINO-CENTRAL AVE. (Elsinore) 46 5 { 74 . 9) • 6 .7 0 085 1 VII SAN JACINTO-SAN JACINTO VALLEY 46 9( 75 •4) 1 6 •9 0 077 1 VII WHITTIER 50 8 ( 81 •7) 1 6 .8 0 069 1 VI SAN JACINTO-COYOTE CREEK 52 3 ( 84 •1) 1 6 .6 0 060 1 VI ELSINORE (COYOTE MOUNTAIN) 58 2 ( 93 •7) 1 6 .8 0 062 1 VI SAN JACINTO SAN BERNARDINO 59 3 ( 95 .5) 1 6 .7 0 058 1 VI P'JENTE HILLS BLIND THRUST 61 0 ( 98 .2.1 1 7 1 0 085 j VII San Bernardino Whole M-la SB-Coach. M-lb-2 SB-Coach. M-2b BORREGO 1857 Rupture M-2a Cho-Moj M-lb-1 Mojave M-lc-3 SAN ANDREAS - San Bernardino M-1 SAN ANDREAS SAN ANDREAS SAN ANDREAS SAN JACINTO SAN JOSE CUCAMONGA SIERRA MADRE PINTO MOUNTAIN SAN ANDREAS - Coachella M-lc-5 NORTH FRONTAL FAULT ZONE (West) UPPER ELYS IAN PARK BLIND THRUST BURNT MTN. CLEGHORN SAN ANDREAS SAN ANDREAS SAN ANDREAS RAYMOND NORTH FRONTAL FAULT ZONE (East) CLAMSHELL-SAWPIT EUREKA PEAK VERDUGO SUPERSTITION MTN. (San Jacinto) HOLLYWOOD ELMORE RANCH LANDERS SUPERSTITION HILLS (San Jacinto) HELENDALE - S. LOCKHARDT SANTA MONICA LAGUNA SALADA MALIBU COAST LENWOOD-LOCKHART-OLD WOMAN SPRGS JOHNSON VALLEY (Northern) .:;!ERRA MADRE (San Fernando) NORTHRIDGE (E. Oak Ridge) BRAWLEY SEISMIC ZONE EMERSON So. - COPPER MTN. SAN GABRIEL ANACAPA-DUME ********************************* -END OF SEARCH- 57 FAULTS FOUND 65 . 3 65 .3 65 . 3 65 . 3 66 . 4 67 . 6 69.8 70.3 71.3 72 . 8 74 . 0 76 . 5 76 . 6 77 . 0 78 . 4 78 . 4 78.4 78.7 79.3 79.7 79.8 81. 8 82 . 9 83 . 8 86 . 4 86 . 9 87 . 5 87 . 8 88.0 89.6 91. 4 91 . 9 94 . 5 94 . 8 95 . 0 95.3 95 . S 96 . 6 96.7 ******* WITHIN 105 . 105 . 105 . 105 . 106 . 108 . 112 . 113 . 114 . 117 . 119 . 123 . 123 . 123 . 126 . 126 . 126 . 126 . 127 . 128 . 128 . 131 . 133 . 134 . 139 . 139 . 140 . 141 . 141 . 144 . 147 . 147 . 152 . 152 . 152 . 153 . 154 . 155 . 155 . * * * * * THE 4 1 8 1 1 1 3 9 2 2 2 6 6 2 5 7 4 8 1 9 8 3 7 2 1 9 1 6 9 4 2 4 7 . ********************************** SPECIFIED SEARCH RADIUS. 7 5 1 0. 082 1 VII 8 0 1 0 106 1 VII 7 7 1 0 091 1 VII 7 7 1 0 091 1 VII 6 6 1 0 050 1 VI 6 4 1 0 054 1 VI 6 9 1 0 069 1 VI 7 2 1 0 080 I VII 7 2 1 0 065 1 VI 7 2 1 0 064 1 VI 7 2 1 0 077 j VII 6 4 1 0 049 1 VI 6 5 1 0 043 1 VI 6 5 1 0 042 j VI 7 8 1 0 083 I VII 7 8 1 0 083 I VII 7 4 i 0 067 1 VI 6 5 1 0 051 1 VI 6 7 1 0 056 1 VI 6 5 1 0 050 1 VI 6 4 1 0 039 1 V 6 9 1 0 061 1 VI 6 6 1 0 042 1 VI 6 4 1 0 046 I VI 6 6 1 0 041 1 V 7 3 1 0 059 j VI 6 6 1 0 040 I V 7 . 3 1 0 058 I VI 6 . 6 1 0 049 1 VI 7 0 1 0 049 1 VI 6 7 ! 0 050 i VI 7 . 5 1 0 063 1 VI 6 7 1 0 040 1 V 6 7 i 0 049 i VI 7 0 1 0 057 I VI 6 4 1 0 034 1 V 7 0 1 0 047 1 VI 7 2 ! 0 051 i VI 7 5 i 0 073 1 VII THE NEWPORT-INGLEWOOD (Offshore) IT IS ABOUT 5.2 MILES (8.3 km) AWAY, FAULT IS CLOSEST TO THE SITE. LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION: 0.4208 g ToSDG&E 400 A120/240 V1 Phas« New ivlain Load Center UGPS M 200 A 2P 3#3/0 100 A 2P I—T miO Ufer Ground 1#1/0VVaterBond Panel A Panel B Calculated Loed CalculaledLoad 91 A 69 A BUILDING ENERGY ANALYSIS REPORT PROJECT: Delude Accessory Building 1107 Oak Avenue Carlsbad, CA 92008 Project Designer: Wright Design 2911 State Street Carlsbad, CA 92008 760-720-7631 Report Prepared by: David March David M. March Architect 6161 El Cajon Blvd. #448 San Diego, CA92115 619-804-5197 •••••• David M. March, AIA ARCHITECT RECEIVED OCT 1 7 2013 CITY OF CARLSBAD BUILDING DIVISION Job Number: 13-1 IOA Date: 9/6/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and Is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPm 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06115:34:25 ID: 13-11 OA TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-IR Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.1 by EnergySoft Job Number: ID: 13-1 IOA User Number: 6192 PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1R Project Name Delude Accessory Building Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 9/612013 Project Address 1107 Oa/c Avenue Carlsbad California Energy Climate Zone CA Climate Zone 07 Total Cond. Floor Area 493 Addition n/a # of stories 1 FIELD INSPECTION ENERGY CHECKLIST • Yes El No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes • No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ff) Features (see Part 2 of 5) Status Wall Wood Framed R-13 413 New Door Opaque Door None 17 Nev/ Wall Wood Framed R-21 236 New Slab Unhealed Slab-on-Grade None 493 Perim = 92' New Roof Wood Framed Attic R-30 493 New FENESTRATION U- Exterior Orientation Area(ft^) Factor SHGC Overhang Sidefins Shades Status Left (NE) 42.5 0.370 0.32 none none Bug Screen New Rear(SE) 40.0 0.370 0.32 none none Bug Screen New Right (SW) 12.0 0.370 0.32 none none Bug Screen New HVAC SYSTEI\/IS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status Fan Wall Furnace 94% AFUE No Cooling 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R-Value Status HVAC System Ductless I No Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06115:34:25 ID: 13-110A Page 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project Name Delude Accessory Building Building Type B Single Family • Multi Family • Addition Alone • Exlstlng+ Addition/Alteration Date 9/6/2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that othenwise complies based on the adequacy of the special justification and documentation submitted. Tfie HVAC System New wall furnace does not include a cooling system, field verification Is not necessary. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-11 OA Page 4 of 11 PEHFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1R Project Name Delude Accessory Building Building Type 0 Single Family • Multi Family • Addition Alone • Existing-i- Addition/Alteration Date 9/6/2013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin "•"^^ (kBtu/if-yr) Space Heating 4.37 2.06 2.31 Space Cooling 7-8i 2.94 4.88 Fans 4.77 2.36 1.81 Domestic Hot Water o.oo 0.00 0.00 Pumps 0.00 0.00 0.00 Totals ^6.36 7.36 9.00 Percent Better Than Standard: 55.0% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NW) 315 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NW) 96 0 Fuel Available at Site: Natural Gas (NE) 248 43 Raised Floor Area: 0 (SE) 168 40 Slab on Grade Area: 493 (SW) 248 12 Average Ceiling Height: 8.0 Roof 493 0 Fenestration Average U-Factor: 0.37 TOTAL: 95 Average SHGC: 0.32 Fenestration/CFA Ratio: 19.2% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete Documentation Author Company David M. March Arctiitect Address ^' ^'^^ City/State/Zip ^an Diego, CA 92115 Name David March Phone 619-804-5197 91612013 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Wright Design Address 2911 State Street Name Samuel B. Wright City/State/Zip Carisbad, CA 92008 Phone 760-720-7637 Signed License # Date EnerqyPro 5.1 by EneravSoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1IOA Paqe5 of 11 CERTIFICATE OF COMPUANCE: Residential (Part 4 of 5) CF-1R Project Name Delude Accessory Building Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 9/6/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Surface Type Area U- Factor Cavity Exterior Frame Interior Frame Azm Tilt Status Joint Appendix 4 Location/Comments Wall 79 0.ro2 R-13 315 90 New 4.3.1-A3 Zone 1 Door 17 0.500 None 315 90 New 4.5.1-A4 Zone 1 Wall 206 0.102 R-13 45 90 New 4.3.1-A3 Zone 1 Wall 128 0.102 R-13 135 90 New 4.3.1-A3 Zone 1 Wall 236 0.069 R-21 225 90 New 4.3.1-A6 Zone 1 Slab 493 0.730 None 0 180 New 4.4.7-A1 Zone 1 Roof 493 0.031 R-30 315 18 New 4.2.1-A20 Zone 1 FENEST RATIO NSUR FACE DETAILS ID Type Area U-Factor' SHGC" Azm Status Glazing Type Location/Comments 1 window 42.5 0.370 NFRC 0.32 NFRC 45 New IWC 5300 VInyllLow-E Zone 1 2 Window 40.0 0.370 NFRC 0.32 NFRC 135 New IWC 5300 VinyllLow-E Zone 1 3 Window 12.0 0.370 NFRC 0.32 NFRC 225 New IWC 5300 VInyllLow-E Zone 1 (1) U-Factor Type: (2) SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hgt Wd Len Hgt LExt RExt Overhang Left Fin Dist Len Hgt Dist Right Fin Len Hgt Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1IOA Page 6 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Delude Accessory Building Building Type B Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Dale 9/6/2013 BUILDING ZONE INFORMATION System Name Zone Name floor Area (if) Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built HVAC System Room 1 493 3,944 Totals 493 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Fan Wall Furnace 94% AFUE No Cooling 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status HVAC System Ductless 1 No Fan Ductless n/a nia • New • • • • WATER HEATING SYSTEMS System Name Qty. Type Distribution Rated Input (Btuh) Tank Cap. (gal) Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status cec Standard MULTI-FAMILY WAI rER H EATING DETAI LS HYDR ONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft) Add Vz" Insulation System Name Pipe Length Pipe Diameter Insul. Thick. Control Qty. HP Plenum Outside Buried Add Vz" Insulation System Name Pipe Length Pipe Diameter Insul. Thick. • • • • • EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1 IOA Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date Delude Accessory Building 9/6/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on GF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El 677-95(2000) when specified on the CF-1R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a witli a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal Insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-11 OA Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R Project Name Delude Accessory Building Date 9/6/2013 §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum Installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1; High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2or 100 watts for dwelling units larger than 2,500 ft2may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linearfoot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1 IOA Page 9 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R Project Name Delude Accessory Building Date 9/6/2013 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Undenwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptioni to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided thatthe motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1 IOA Page 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Delude Accessory Building Date 9/6/2013 System Name HVAC System Floor Area 493 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 35,000 Total Room Loads 273 5,891 528 138 6,970 Total Output (Btuh) 35,000 Return Vented Lighting 0 Output (Btuh/sqft) 71.0 Return Air Ducts 0 0 Cooling System Return Fan 0 0 Output per System 0 Ventilation 0 0 0 0 0 Total Output (Btuh) 0 Supply Fan 0 0 Total Output (Tons) 0.0 Supply Air Ducts 0 0 Total Output (Btuh/sqft) 0.0 Total Output (sqft/Ton) 0.0 TOTAL SYSTEM LOAD 5,891 528 6,970 Air System CFM per System 500 HVAC EQUIPMENT SELECTION Airflow (cfm) 500 New wall furnace 0 0 35,000 Airflow (cfm/sqft) 1.01 Airflow (cfm/Ton) 0.0 Outside Air (%) 0.0 % Total Adjusted System Output 0 0 35,000 Outside Air (cfm/sqft) 0.00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PIVI Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 "F Outside Air 0 cfm 68 °F 68 "F 115°F • 115°F X®?—• Heating Coil Supply Fan 500 cfm 1 115<'F ROOM 68 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83 / 68 °F Outside Air 0 cfm 75 / 62 °F •4 75 / 61 "F 55 / 54 "F • 55 / 54 °F • Cooling Coil Supply Fan 500 cfm 1 55 / 54 °F 46.6 % ROOM 75 / 62 °F _l EnergyPro 5.1 by EnergySoft User Number: 6192 RunCode: 2013-09-06715:34:25 ID: 13-1IOA Page 11 of 11 RECEIVED DUDEK DEC 17 2013 CITY OF CARLSBAD BUILDING DIVISiON .July 22, 2008 6125-01 Mr. Michael O'Gara O'Gara Properties P.O. Box 1633 Carlsbad, California 92018 Subject: 1107 Oak Avenue (Carlsbad, CA) Environmental Interior Noise Study Dear Mr, O'Gara: Tliis report contains our environmental interior noise analysis for the 1107 Oak Avenue project located in the City of Carlsbad, The assessment has been conducted in confomiance with the City of Carlsbad requirement that the interior Community Noise Equivalent Level (CNEL) not exceed 45 dB within the habitable rooms. In summary, to meet the City's 45 dB CNEL noise standard associated with traffic noise will require windows and a sliding glass door with minimum sound-ratings of Sound Transmission Class (STC) 30 to 35. The home will require a mechanical ventilation system so that the windows and doors may be closed at the occupant's discretion to meet the interior noise .standard. In addition, the interior gypsum board of the exterior wall shall be attached to studs by resilient channels at the second floor bedrooms. Lastly, exterior vents at second tloor level on west side of house shall be baffled. 1.0 BACKGROUND The project site is located near the southeast comer of Pio Pico Diive and Oak Avenue in the City of Carlsbad {Figures 1 and I). The project would develop the site with a two-story single family residence. This environmental interior noise analysis is based on the site plan and architectural drawings (Wright Design July 7, 2008). The primary noise source at the site is traffic noise along Interstate 5 (1-5). The existing traffic volume along 1-5 is approximately 201,000 average daily traffic (ADT) adjacent to the site (Caltrans 2007). Environnnental Interior Noise Study 1107 Oak Avenue, Carlsbad, CA 2.0 CITY NOISE CRITERIA Relevant to this noise study, the City requires that the interior noise levels within any habitable room not exceed a CNEL of 45 dB within single or multi-family residences (City of Carlsbad, 1995). All sound levels discussed in this report are A-weighted. The acoustical terminology used in this report is defined in Actac/iment 1. 3.0 METHODOLOGY The noise level at the site was determined based on noise measurements with an adjustment to accouni for the future year 2030 traffic volume. The noise measurements were made using a RION Model NA 27 (S.N. 701307) and a Larson- Davis Laboratories Model 700 (S,N. 2132) integrating sound level meters equipped with '/2-inch pre-polarized condenser microphones with pre-amplifiers. The sound level meters meet the cun-ent American National Standards Institute standard for a Type 1 precision sound level meter. The sound level meters were calibrated before and after the measurements. The interior CNEL was calculated based on the architectural drawmgs. The interior noise level depends on the exterior noise level, the sound transmission loss characteristics of the building, construction materials, the sound absorption properties of the interior finish materials and the quality of construction. To calculate the interior noise level, it is necessary to determine the frequency spectrum of the exterior noise in one-third octave bands. The calculations take into consideration the exterior noise level, the construction of the exterior facade, the floor plans and orientation of the dwelling units to the road. The sound transmission of the various building elements is also evaluated in each of the one-third octave bands. The calculated interior sound pressure level for each of the exposed rooms is converted into an A-weighted sound level to determine the CNEL. Representative interior noise calculations are depicted in Attadment 2. The sound rating assumed for the windows and sliding glass door is STC 26. Almost any residential grade dual-pane window or sliding glass door can achieve this level of noise reduction, 4.0 EXISTING CONDITIONS A long-term {i.e., 24-hour) noise measurement was conducted at the site to determine the noise level at the site (Site I, Figure 3). The measurement site was selected to be clear of major obstructions between the source and receiver, and was al the closest area of the proposed home to 1-5. 6125-01 O U D E K 2 7/22/08 Environmental Interior Noise Study 1107 Oak Avenue, Carlsbad, CA Site 1 was located approximately 350 feet from the center line of 1-5. The noise measurement was conducted for 24-hours beginning at 10:00 a.m. on July 15, 2008. The microphone of the sound level meter was five-feet above the ground. The measured hourly average noise levels ranged from 56 to 67 dB and the CNEL was 69 dB. The primary noise source was traffic on 1-5. The measured hourly average noise levels are depicted in Table 1. TABLE 1 Existing Measured Hourly Average Noise Levels (Site 1 Approximately 350 feet Centerline of 1-5) DAr START TIME UldPA). , 7/15/08 10:00 A.M. 66 11:00 A.M. 66 12:00 Noon 67 1:00 P.M, 66 2:00 P.M. 66 3:00 P.M. 66 4:00 P.M. 65 5:00 P.M. 65 6:00 P.M. 65 7:00 P.M. 65 8:00 P.M. 64 9:00 P.M. 63 10:00 P.M. 63 j 11:00 P.M. 61 j 7/16/08 12:00 Midnight 59 1:00 A.M 56 2:00 A.M. 57 3:00 A.M 57 4:00 A.M. 59 5:00 AM, 62 6:00 AM. 66 7 00 A.M 66 8:00 A.M 65 9:00 A.M 65 CNEL 69 6125-01 7/22/08 Environmental Interior Noise Study 1107 Oak Avenue, Carlsbad, CA The noise exposure between the first and second floor levels is different due to the elevation of I- 5 being approximately 10 to 15 feet higher than the site. Therefore, a short-term simultaneous measurement was conducted at Site 1 with sound level meter microphones positioned at heights of five feet and 15 feet above the ground. These elevations represent the noise exposure that would occur at the first and second floor levels of the proposed home. During the simultaneous measurement, the measured noise level difference was three dB greater at the 15-foot height. This indicates that the noise level will be approximately three dB greater at the second floor level ofthe home. 5.0 FUTURE CONDITIONS The future year 2030 traffic volume along 1-5 is projected to be 280,000 ADT. This increase in traffic volume would result in a one dB CNEL noise increase at the site in the year 2030 as compared to thc existing noise level. The future year noise level would range up to approximately 70 dB CNEL at the fa9ade ofthe first floor level and 73 dB CNEL at the fa9ade ofthe second floor level facing 1-5. With thc windows closed, the resulting future interior noise level would exceed 45 dB CNEL. This noise level would exceed the City's interior noise criterion. It should be noted that Pio Pico Drive is anficipated to have a future traffic volume of 3,000 ADT by the year 2030 (SANDAG 2008). Tliis traffic volume would not noticeably contribute to the traffic noise level at the site. 6.0 MITIGATION Four mitigation measures will be necessary to meet the City's interior noise criterion: 1 Sound-rated windows and a sliding glass door whh a minimum STC rating ranging from 30 to 35 at some of the rooms. The rooms and the minimum STC ratings required for the windows and sliding glass door are shown in Table 2. 2, The windows and exterior doors must be closed in order to achieve the interior noise criterion. Thus, the home must include the means by which adequate venUlation can be provided with the windows and doors closed, i.e., mechanical ventilation system. Therefore, the home will require a mechanical ventilation system in accordance with latest edition of the Uniform Buiidtng Code. 3. At the second floor bedrooms (i.e., Bedrooms I, 2 and 3) the interior gypsum board ofthe exterior wall shall be attached to studs by resilient channels. 6125-01 DUDEK 4 7/22/08 Environmental Interior Noise Study 1107 Oak Avenue, Carlsbad, CA 4. Exterior vents at second floor level on west side of house shall be baffled. An example of a baffled vent is shown in Attachment 3. TABLE 2 Minimum STC Ratings for Windows and Sliding Glass Door Exterior Windows and Sliding STC Rating Room Glass Door Dining Room All 31 Kitchen/Nook All 34 Living Room All 31 Bedroom 1 South Side 32 Bedroom 2 West side 35 South side 32 Bedroom 3 West side 35 North side 32 Living Room (ACC. Living) South Side 30 Bedroom (ACC. Uving) All 30 This concludes our noise assessment. If you have any quesfions, please call me. Sincerely, DUDEK Mike Komula Acoustician MK/tf Att: Figures 1-3 Attac/iments 1-3 DUDEK 6125-01 7/22/08 Environmental Interior Noise Study 1107 Oak Avenue, Carlsbad, CA REFERENCES Califomia Department of Transportation, 2007, 2007 Traffic on the California State Highways. Carlsbad, City of, September, 1995. City of Carlsbad Noise Guidelines Manual San Diego Association of Govemments (SANDAG), Febmary 2008. Series 11 2030 Traffic Volume Forecast. 8125-01 D U D £ K 6 7/22/08 Orange County San Diego 1107 Oak Avenue, Carlsbad, CA - Environmental Interior Noise Study Regional Location FIGURE o o i" o 0. o Cl o Q 50 100 =iFeet 1107 Oak Avenue, Carlsbad, CA • Environmental Interior Noise Study Project Vicinity FIGURE / . ACC. UVINU 1 S3 i rXiSTiNG !<Oft Ff:r.SC£, ft/!AP NO. 17-44 .APN 206-JD20-2B r = 30' SOURCE: WRIGHT DESIGN, JULY 7,2008 1107 Oak Avenue, Carlsbad, CA - Environmental Interior Noise Study Noise Measurement Location FIGURE ATTACHMENT 1 Definitions ATTACHMENT 1 Term Ambient Noise Level A-Weighted Sound Level, Dba Comniunity Equivalent) Sound Level (CNEL) Decibel, (dB) Sound Transmission Class, STC Time-Average Sound Level Definition The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location. The sound pressure level in decibels as measured on a sound level meter using the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise. CNEL is the A-weighted equivalent continuous sound exposure (CNEL) level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during the nighttime hours (10 p.m. to 7 a.m.) and 5 dB added to the sound during the evening hours (7 p.m. to 10 p.m.). A unit for measuring sound pressure level and is equal to 10 times the logarithm to the base 10 of the ratio of thc measured sound pressure squared to a reference pressure, which is 20 micropascals. A single number rating of the noise reduction of a building element. A higher STC value indicates greater noise insulation Tlie sound level coiresponding to a steady state level containing the same total energy as a time varying signal over a given sample period. TAV is designed to average all of the loud and quiet sound levels occurring over a time period. DUC SK 6125-01 7/21/08 ATTACHMENT 2 Interior Noise Level Calculations EXTERIOR TO INTERIOR NOISE LEVEL CALCULATION ROOM: Bedroom 1; Wall 1 Noise Source Exterior Sound Pressure Level (dB re 20 pPa) Cixie IvOHz nSHz l<OHi ZOOHr iSOHi MSV.z mm SOOliz «OHz muz IkHz I.25kH:l.6Wb 2kH2 2.5fcHz3,i5kH; 4J!Hz 124 f)i fjl 61 61 S4 62 65 63 61 5 7 .14 50 4a A2 Element Transmission Loss (dB) Code Area lOOtlz 125H2 160Hz VXiHz 150»z 31SH2 4D0Hz SOOHz 630Hi 8Q0Hz IkHz 1.2SfcK; 1.6kH2 2kHz 2.5kHz3,l5kH: 41iHz 9 20 22 7J 26 26 26 ,17 27 28 29 30 34 34 36 3,5 33 33 32 () 0 0 0 •il 37 i6 is 33 39 38 3? 41 43 43 43 45 l!i lit ii 31 32 32 33 34 37 39 40 38 38 Absorption Coefficients Surface Code .A.rM 1001L-12Sf-b 160Hz 2«)Hz 250H-; 315Hz 4C0;4z SOOHz 630te aOOHz i,,25kH. 2kH2 2,5kHz3,15't.4; 4krlz i '.^ 0,35 0.35 OJO :),25 0 35 'UO 1.; 20 0, IS 0,!5 U i 5 n.n O.lfi oos 0 07 U,OS J OS 0.04 • .! -,.r> board ifl 4^>; 3.30 :) 29 0,25 c.13 •Is 10 0 •,'/.-)7 0,05 0,05 0.05 0,04 0,05 0,05 0 0"! 0,02 cog 0,09 too S26 0,Ua 0.10 0 12 Cli 0 i:. 0,25 0.30 0,3,1 0,43 0.50 0.''9 0 7S 0.74 0,59 0 70 73 0 79 Hid i02 30 1.00 1.00 1.0(3 1,00 ; ,00 l,H} l,0O 1.00 J,00 1,00 1,00 IJO 1,00 1,00 1,00 l,0<3 1.00 iS7 l!<5 168 125 104 105 102 114 .120 15) 148 lil 152 160 172 Sound Levels ITxrerior A-Weigbted Sound Level 'nioiior A-Weightod Sound Level c-.)rCNEL :o::riorrNF!, Sound Pressure Level (dB re 20 ^Pa) lOOHz !25fck ;60HJ 200HZ 250HZ 3i5Hz 400Ilz SOOHz 630H2 800H2 IkHz 1 25ktt LOkHz 2kHz l.SkHzj 13'd3; 4kH7 46 30 45 29 48 28 50 24 ,56 30 61 33 eo 31 64 34 63 30 62 28 S8 23 47 13 43 EXTERIOR TO INTERIOR NOISE LEVEL CALCULATION ROOM: Bedroom 2; Wall 1 Noise Source Code CNEL Exterior Sound Pressure Level (dB re 20 pPa) 100Hz 125Hz 160Hz 200Hz 230Hz 3!5Hz 400Hz SOOHz 630Hz SOOHz IkHz l,25kHi LSltHz 2kHz J,51tHzi IStcH; 4kHz 6S 64 64 61 58 60 64 67 65 Sg 66 64 60 57 53 49 45 Element ,;p^v Diujl (}la7c AjX. 35 Transmission Loss (dB) Code Aiea imib I25H/ 160Hz 200Hz 250Hz 3153k 400H7 SOOttt «30Hr SOOHz IkHz 1.25Ut 1.6kHz 2kH2 2.5kHz 3 IJkH; 4kHz 22 23 29 :•.'> 251 30 33 31 37 39 38 36 36 36 55 91 13 13 23 35 34 37 36 38 38 39 38 39 41 43 43 43 18 23 J4 34 3S 3« 41 13 42 Absorption Coefficients Surface Code ,\rea iOOHz 125Hz 150Hz 200Hz 250Hz 315Hz 400Hz 500H2 630Hz SOOHz IkHz I 23kH; 1.6kHz 2kHz 2,5kHz3 ISldH; 4kHz 30 25 0 35 0.35 0,30 0,25 0 25 0 20 0.20 0.18 0.13 0.15 0 12 0.10 0.08 0,07 0.06 0.05 •).04 •.•.v.,ofc«,ii SI 503 0 30 0 29 0,2 5 0 15 >, 10 0 0^ 0.0'' 0.05 0.05 0 05 0.C4 0.05 0.03 0,07 0.07 0.08 1 09 M,.,r :oo )44 o,oa O.IO 0 13 0,15 3,19 0.23 0.30 035 0.45 O.SO 0.79 0.73 0.74 0 69 0.70 0.73 0. .-9 102 0 30 0 1,00 1,00 1,00 1 ,C.W 1,00 : ,i;o 1.00 1.30 1.30 1.00 100 1.00 1,00 1 OC 1 .CO 1 00 ; :»Lii Roorr. Abs:jrp'!0!i 0 0 201 199 131 133 1 14 111 113 110 124 131 167 170 164 166 168 177 190 Sound Pressure Level (dB re 20 uPa) Sound Levels lOORi 125K,: 160ib 2oo;u J50H?. 315H/ 4CCHz 500H2 630Hz 8'30li2 Ikllz I ism-. 1.6kKz 2kllz 2.5kHz3. I5ktt 4:<Hz r,>-enor .A-VVeiahtcd ,Sound Level 49 4,9 5! 50 49 53 59 64 63 67 66 55 6! 58 54 50 46 Interior A-VVsighted Sound Level i.xKriorCNLL :'3 jnimorCNEL 4! 19 16 11 EXTERIOR TO INTERIOR NOISE LEVEL CALCULATION ROOM: Bedroom 2; Wall 2 Exterior Sound Pressure Level (dB re 20 pPa) Noise Source Code CNEL lOOte i25Hz I6OH2. 200Hz 250Hz 3lSHz 400Hz SOOHz fi30Hz SOOHz IkHz 1 25kH: 1 .SkHz 2kH2 2.SkHz3 ,15kH. 4kJb, 1 : 124 70 BS 6: 61 53 iS 57 61 64 62 65 63 61 57 54 SO 46 42 Transmission Loss (dB) Element Code I!K:)H,Z liSHz 160 Hz :'.00H,'; 250Hz 315Hi 4C0HZ 500Hz 630Hz gOOHz IkJlz .,25kH; 1 «kJiz 2kirz 2.5)tHz3 :5kH; 4kHz ••,v- ;3ow Dual CrUze Sl .': >2 0 20 n 22 23 26 2-! 26 27 27 28 29 30 34 34 36 35 33 33 32 'oinrtisiti! Siding Ifl 0 u •'6 0 18 58 2? 35 34 3 7 30 35 38 39 3S 39 41 43 43 43 48 npoiits 11. a 0 19 19 23 31 31 32 32 33 34 33 37 37 39 40 38 38 33 Absorption Coefficients Surface Code Arsa ICOHz i25Hz 160Hz 200H.^ 250Hz 3;3H2 400 iOOHz 630Hz SOOHz ikHz ISkli; S olcllz 2kife 2,3k;fc3 likH; 4kilz SO 25 0 35 0 35 030 0,25 0.25 0.20 020 0.1,< 0,15 0,15 0 12 0.10 0,08 0,07 0,06 0,05 0.114 ::^^ p,-;uu^ b.'isrd 81 503 0.30 0.29 0 23 0,15 0.10 0.08 0.U7 |J,05 0,05 0,35 0 04 0.03 005 0,07 0.07 0.98 0 '39 f-i.-or 100 144 0.08 O.IO 0.12 0,15 0.19 0.25 0 30 0,35 0,45 0,30 0,79 0,78 0,74 0,69 0,70 0.73 0.79 1 102 0 30 0 1.00 1.00 l.OO 1 00 i.oo I 00 1.00 1,00 1,00 1 30 1 00 1,'00 1 CO 1 BO 1,00 1 00 1 00 Ti.-!.'.! Room ,,\b.';on)Uoii 0 0 201 199 181 133 114 111 113 no 124 131 167 170 164 166 168 171 190 Sound Pressure Level (dB re 20 uPa) Sound Levels lOOHz 125Hz 160H2 200Hz liOHz 3i5Hz 400flz SOOHz 630Hz SOOHz IkHz 1 ,25kH; 1, 6kllz 2kHz 2,3kHz3, !5kH; 4kHz }•' aenor ,.\-\Vcighk d ,Sou,id Level 1.6 il .12 47 46 50 56 61 60 64 63 62 53 55 51 47 43 I'.imot A-Wc!ghtei i ,Saiirid Level 10 29 17 21 21 23 79 33 11 34 30 2S 22 19 16 12 •3 f".>;terror CNiiL intenor CNEL ,'0 40 EXTERIOR TO INTERIOR NOISE LEVEL CALCULATION ROOM: Bedroom 3; Wall 1 Noise Source Code CNia. Exterior Sound Pressure Level (dB re 20 pPa) lOOHz 125Hz I60Hz 2i30Hz 2S0Hz 31SHz 400H2 SOOHz 630Hz SOOHz IkHz 1.25kH; 1.6kHz 2kHz 2.5kHz3.15kH; 4kHz 68 64 64 SI 58 60 44 67 65 6S 66 64 60 57 53 49 45 Element ndow Duui Gl:,ize S3'C 33 10 Transmission Loss (dB) Codt- .^ren iOOHz !25Hz IfiOte 300H,? 25i;Hz 3]SHi; 400Hz 5003i2 630Hz SOOHz llcHz 1 25kii; 1,6kHz 2kHz 2.5kHz},15kH; -(kHz 22 23 27 27 2 7 28 29 30 31 35 35 36 91 18 18 23 35 3' 0 0 0 0 IS i:^ 23 34 33 36 35 37 36 38 38 39 38 34 13 41 43 43 ,13 48 37 38 38 39 41 42 42 42 44 Absorption Coefficients Surface >. one •\rta (K.I Hz 17SH2 160Hz 2C0H,-. 2i0H.z 315Kz tOOHz 5(»Hz 630HJ!; 800Kz IkHz 1 23ktt ,6kHz 2kHz 2.5kHz5.i5kHi 4kHz 1.) 26 7 :\> 0 35 0.30 0 2 5 7.30 7,20 0,1,3 0,15 015 0,12 OIO 0,9,3 0,07 .9.06 0.05 0.04 iyr.suni board S i 46(3 0.30 Q 29 0.25 0 ! 3 S.IQ 6.0s 0,07 0,05 0,05 0,05 0,04 0,05 005 0,07 0.07 0.08 0.09 i •o.:)r IOC 126 0.08 0.10 C.12 0 15 0.19 0.25 0.30 0,35 0,45 0,50 0,79 0,78 0,74 0.69 0.70 0 73 0,79 ir;:). 30 1 00 1.00 1.00 ; Oil l.CO 1 .rm LOO i 00 1,00 1,00 1 OO 1,00 ! 00 1.00 1.00 • 00 1 00 0 \} ; .7^: iroont Absorption 168 106 102 114 148 151 152 150 Sound Levels t-.xterior .'-K-Weighted .Sound Level iiiwnor .A-Weightcd Sound Level FxteriorCNEL 73 irUonor CNEl... i:r Sound Pressure Level (dB re 20 pPa) lOOHz 125Hz ISOHz 20OHz 2SOH2 31511z 4()0Hz SOOHz 630Hz SOOHz IkHz 1..2.SkH; 1.6kHz 2kHz 2.5kHz3.i5kH.- I'ldlz 34 50 21 19 5^1 30 6'^ 33 63 31 67 34 66 37 55 30 38 20 54 17 46 6 EXTERIOR TO INTERIOR NOISE LEVEL CALCULATION ROOM: Bedroom 3; Wall 2 Noise Source Code CNEL Exterior Sound Pressure Level (dB re 20 pPa) lOOHz 13SHZ 160Hz 200Hz 250Hz 3l5Hz 40CHz SOOHz 630Hz SOOHz IkHz 1.25kH; 1,6kHz 2kHz 2.5kHz3 15kH; 4kHz 61 S3 57 61 64 62 65 63 61 57 54 50 46 42 Element Transmission Loss (dB) Code Area lOOHz 125Hz 160Hz 230Hz 250Hz 315Hz 400Hz SOOHz 630Hz SOOHz IkHz l,25kH; l,6kH2 2kH2 2,SkH23 l5kH; 4kH2 VVfnilci^ 13iLal C31aze ,>2'C 33 21 0 29 30 3! 35 3i 37 36 .34 34 33 '4 3"" 30 38 38 39 38 39 41 43 43 13 -13 C.7rr[)ositc T L 19 19 24 31 31 33 32 34 34 35 37 38 40 40 39 39 39 Surface Absorption Coefficients Code Xtea iCOH/. 12SHz IOOHz 3001b JSOHz. 315;3z lOOHz SOOHz 630Hz 800Hz IkHz 1.25kII; 1.6kJ4z 2kHz 2.5kH23,l3kIh 4kHz ^,1„ 80 26 0 35 0,35 0,30 y 25 0,25 0,20 U.20 0.13 0.15 0,15 0,12 0,10 0,08 0.07 0,06 0.05 9.04 61 460 0,30 0.29 0,25 0 15 0,10 0,08 0.07 0.05 0.05 0,05 0,04 0,05 0,05 0.07 0,07 0,08 0.09 r:,.oi 100 126 0,08 0,10 0,12 0,15 0,19 0 25 0.30 0.33 0.45 0,50 0,79 C,73 0,74 0,69 0,70 0.73 0,79 7. 7 102 0 30 0 1 00 1,00 1,00 1 00 1,00 1.00 1.00 1.00 1,00 1,00 1,00 1,00 1,00 1.00 1,00 1,00 1,00 :",7r;., RooHi ,-VbsorT>!io)i 0 0 187 ISS 168 124 ;C6 104 105 102 114 120 151 i 54 148 151 152 160 172 Sound Pressure Level (dB re 20 pPa) Sound Levels 1 OOHz 125Hz 160Hz 2fl0Hz 250Hz 315nz 4001 Iz SOOHz 630Hz; SOOHz IkHz ;25kH;l,6kaz ikHz 2,5kHz3,15kH; 4kHz l:\icnor ,A,-Weighted Sound Level 46 45 48 47 46 .10 56 61 60 64 63 62 53 55 51 47 43 Inlcrior ,4-VVeie.hted Sound Levei 3C 29 27 20 20 23 29 32 30 33 29 27 22 19 |6 12 7 E,xtenor CNEL Irtcnor CNEL 70 40 ATTACHMENT 3 Baffled Vent SOTple of a-tx^c Vent Baf£ie Krearfaaeirfc fall Acoustical ly Lined Baffle -5*- fMinimutn 'AM thick plywood with 1-incfi thick CHvens Coming Type 703 or equivalent sound absorbing matenal) Lfne-of-Sight Path Avoided CITY O CARLSBAD CERTIFICATICM SCHOOL FEES P. B-34 Development Services Building Department 1535 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, tfie applicant, and the approp pnof to issuing a building permit. The City vvil! not issue any builui:-j 'riC'S and returned to the City ;,jiiipleteG school fee form. Project Name Building Perniit Plan Check Number: Project Address: A.P M Project Applicant (Owner Name): Project Description: Building Type Residential: DELUDE RESIDENCE CB132556 Proiect ID: CT/MS: 1109 OA.K A\/ 205-020-5^-JO C(Uci^ CHAD DELUDE SEC0N:3 DWELLING UNIT NEW DWELLING UNIT(S) Square Ff,iC:t cf Living ,Area in New Sejund Dwelling Unit: 493 Scuaie F-eet of uving Aren in Residential Additions: Net S ,iuare Feet New Ar: - Coiiinierciai/lndustriar Nci, 3q.tare Feel New A City Certification of —j~ Applicant Information; x.^^WtXy Date 02/06/2014 SCHOOL DISTRICTS WITHIN THE Carlsbad Unified School District , j ^ Vista Unified Sci . G225 El Camino Real Carlsbad CA 92009 (760-331- '5000) i 'l'.'>'\ Arcadia Drive ' ista CA 9208:5 1760 i Encinitas 'jriion School District 10 I Soutti RanciTO Santa Fe Rd Encinitas, CA 9202< (760-944-4300 x1100) I 3] San Dieguito Unioi i;84 Requeza Dr, ::ncinitas, CA 9202s i760-753-u491 x 5514 ^ CvJtliitialior, uf /\pp: cant'Owners, Th;3 ptisoii eisecutiny 'ITS i:';' - ;:i2;t (1/ ti-e m'ornato.i providt'd above li C7':iiiCt and tine to thc bui; will file an amended certification of pn>m'!( and pay lb:- adiiiiion..' ' of dwelling units or square footage afti^r in.- bjilding permit is i.;si. >.* to- '.age is found to be incorrect, and it ai (:.:) the Owner is the own- that the person executing this declaration is auihorized ic sign ori b'.:i. J>i!i::ature- :;i i,-,irccs Unified School District ' ico Ave ;,5te, 100 1 .M ::r,305, CA 92069 (760-290-2649) il '•-•'icy Dolce (By Appt, Only) !c:-By Appointment Only : • •'•lir penalty of perjury •T^ , ai -d that the Owner '! 7' :rej se in the number ,• , r n 'jf units or square c'lEcribed project(s), or F^GV. 03,'Ul) SCHOOL DISTRICT SCHOOL F:" ,: (To be cDinpleted by the scuoo^ ********************************* •**x**Vt**** THIS FORM INDICATES THAT THE SCHOOL Dl?'l i PROJECT HAVE BEEN OR Wb : "i-ON '************************ EMENTS FOR THE SCHOOL DISTRICT: The undersigned, being duly autnorized by the appjc the developer, builder, or owner tias satisfied the c to certify that the applicant listed on page 1 rias p.: applicable school nnitigation determined by the Sch :c buiiding permits forthis project. );.il[icl, certifies that 7 facilities. This is ompleted other )ily may issue SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SChiOOL DiSTRICI DATE PHONE NUMBER •VjViAAxyCh/Koii^fCC' CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 B-34 Page 2 of 2 Rev, 03/09 ^ PLUMBING, Development Services ELECTRICAL, Building Division ^''w. MFCHANICAL 1635 Faraday Avenue ^ CITY OF 760-602-2719 :a risbadca.gov g_J_g Building@carlsbadca.gov CARLSBAD WORKSHEET www.carlsbadca.gov Project Address: Permit No.: Information provided below refers to worb being done on ttie above mentioned permit only. This form must be completed and returned to the Buildinq Division before Ihe permit can bc issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains Nevy building sewer line? Ves No. 5" Number of new roof drains? 2- Install/alter water line? Number of new water heaters? /_ Number of new, relocated or replaced gas outlets? 3 Number of new hose bibs? 2~ Residential Permits: ^ y \ New/expanded service: Number of new amps: —300 izooi/oaj Minor Remodel only: Ves No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase Number of new amperes 3C30 Three Phase Number of new amperes Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? (_ New or relocated duct worb? Ves *^ No Number of new fireplaces? Q Number of new exhaust fans? 2- Relocate/install vent? Number of new exhaust hoods? / Number of new boilers or compressors? Number of HP o B-18 Page 1 of 1 Rev, 03/09 CB132556 1109 OAKAV DELUGE: 493 SF ACCESSORY 2DU ' ' ^!Z<-^ ^ ^...e^ s^.r..^^ ^^^-^^ > ... r- /Vt. J. \/^T/•S.SiJ/P rroi /5 Final Inspection requjped by: equjped • Plan El CM&I ^^^j^ U),'ll hri/^ ./O r^la^i T^^ /^/AJ • Fire BUILDING IpL^^^^i^ PLANNING Pate Y ENGINEERING FIRE Expedite? Y N AFS Checked by: •cv. HazMat APCD Health Forms/Fees Encina Sent Reed Due? By Fire HazHealthAPCD PE&M School (3^ Sewer Stormwater Special Inspection CFD: Y LandUse: ro/f7//3 Y N Y N Y N Y N Y N Density: ImpArea: FY: Annex: Factor: PFF: 21 Comments Date Building Planning Engineering x-ffj^jy. rc;C''t'^ Y^^"^^ ' • ^7. Fire Need? Date Date Date to(Js)t3 i\l-uji3> n/zi n '//3//y a Done lone