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2675 WILSON ST; ; CB100389; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-11-2012 Residential Permit Permit No: CB100389 Building Inspection Request Line (760) 602-2725 Job Address: 2675 WILSON ST CBAD Permit Type: RESDNTL Sub Type: 2DU Status: ISSUED Parcel No: 1561301800 Lot #: 0 Applied: 03/04/2010 Valuation: $85,835.00 Constuction Type: 5B Entered By: JMA Occupancy Group: Reference #: . Plan Approved: 07/28/2011 # Dwelling Units: 1 Structure Type: SFD Issued: 07/28/2011 Bedrooms: 0 Bathrooms: 0 Inspect Area: PY Orig PC #: Plan Check #: Project Title: DOLKAS: DETACHED STRUCTURE W/ 670 SF GARAGE/STORAGE (1ST FLOOR) & 633 SF 2DU (2ND FLOOR) & 24 SF DECK Applicant: Owner: DOLKAS SARAH DOLKAS SARAH 2675 WILSON ST 2675 WILSON ST CARLSBAD CA 92008 CARLSBAD CA 92008 Building Permit $582.23 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $378.45 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $8.58 PFF (3105540) $1,214.72 Park in Lieu Fee $0.00 PFF (4305540) $1,121.28 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee ' $0.00 Traffic Impact Fee (3105541) $1,621.80 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $77.00 Renewal Fee $0.00 ELECTRICAL TOTAL $41.25 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $30.50 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing lnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Sewer Fee $1,096.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee $1.00 Fire Sprinkler Fees ?? Green Bldg Stands Plan Chk Fee ?? TOTAL PERMIT FEES $6,172.81 Total Fees: $6,172.81 Total Payments to Date: $9,418.58 Balance Due: ($3,245.77) lnsøector: FINAL APPROVAL Date: ___ Clearance: NOTICE: Please take NOTICE that approval of your project includes the"Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these tees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 07-28-2011 Permit No:SW100257 Job Address: 2675 WILSON ST CBAD Permit Type: SWPPP Status: ISSUED Parcel No: 1561301800 Lot #: 0 Applied: 07/21/2010 Reference #: CB100389 . Entered By: JMA CB#: 10-389 Issued: 07/28/2011 Inspect Area: Project Title: DOLKAS RESIDENCE Tier: 1 ADDITION Priority: L Applicant: Owner: DOLKAS SARAH DOLKAS SARAH 2675 WILSON ST 2675 WILSON ST CARLSBAD CA 92008 .- ('CARLSBAD CA 92008 J / Emergency Contact: SARAH DOLKAS ILL 760 579-1463 /7 SWPPP Plan Check \-$45.00 SWPPP Inspections / ".'., ./' - ç $54.00 Additional Fees I / ) $0.00 TOTAL PERMIT FEES Y/ $99.00/ / Total Fees: $99.00 Total PaymentsToDate" r1$99.00 Balance Due: / $0.00 \ •1 52 / 3C FINAL APPROVAL DATE2CLd 'N CITY OF Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 76M02-2717/2718/2719 Plan Check Nocpp k Oô Est. Value 4Uz 114 241P 3s-,* Th•. 1I. ' ) I I www.carlsbadca.ov CARLSBAD 'ml. n..#puui -,-- Date j/ JOB ADDRESS -o-5 1)i(SOY &i-rd- SUITEII/SPACE#/UNIT# APN (, -/3. -(8 - CT/PROJECT Ii LOT # J J PHASE # A OF UNITS A BEDROOMS A BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC, GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Mill eio-'4 ti)ii 4f At,4- (WE 1 Is{ T- S-4-yirw L fe733 Lji 2ht D.Zk d (or . -(. 33 j Z~' k2jJV-aI)) EXISTING USE PROPOSED USE G AGE (SF) PATIOS (SF) KS (SF) FIREPLACE YES 0 N, AIR CONDITIONING YES 'D NO 0 E SPRINKLERS YES 0 NOD CONTACT NAME (If Different Fom Applicant) APPLICANT NAME ADDRESS ADDRESS CITY . STATE ZIP CITY STATE ZIP ('crLtoo4 C/sr 15,7m k PHONE FAX PHONE , FAX EMAIL . . EMAIL (7C PROPERTY OWNER NAME urt& CONTRACTOR BUS. NAME ADDRESS • ADDRESS CITY cor It's STATE ZIP CA- CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL - ARCH/DESIGNER N& ADDRESS çjj 0 STATE LIC. A STATE LIC.# CLASS CITY BUS. LlC.# (Seci 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 app!cant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law fChapter 9, Commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a Civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: (hereby affirm under penally of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 [have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 370601 the Labor code, interest and attorney's fees. ,.CONTRACTOR SIGNATURE . . 1JAGENT DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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 Contracto(s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 Yes 0 No I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work -but I have hired the following person to coordinate, supervise and pràvide the major work (include name! address phone contractors' license number): twill provide some of the work, bull have contracted (hired) the following persons to provide the work indicated (include name address phone type of work): PROPERTY OWNER SIGNATURE c42?t{4L4(,, (Qa4....... DAGENT DATE 3/g / Now SAW Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sechons 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT. BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . . .1 hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address SkI I . Icei1tfythat I have read the application and state that the above information is coned and that the Information on the plans is accurate. I agree. to comply with all City ordinances and State laws relatingto building construction. thereby authorize representative of the City of Carlsbad to enter upon the above merdioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSI-IA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Cole shall expire by Ihriitation and become null and vol f the building or work authorized by such permit is not commenced within 180 days from the date of such perrriutorif the building orr1rauthorized bysuthpermitissuspendedorabaridonedatanytimeaftertheworltiscomniencedforaperiolof 180 days (Section 106.4.4 Uniform BuildingCole). .'APPLICANT'S SIGNATURE A4W& QA:a~ - I I I I I I . '_ . . DATE Inspection List / Permit#: CB100389 Type: RESDNTL 2DU DOLKAS: DETACHED STRUCTURE WI 670 SF GARAGE/STORAGE (1ST FLOOR) Date Inspection Item 09/11/2012 89 Final Combo 08/31/2012 89 Final Combo 08/31/2012 89 Final Combo 08/30/2012 89 Final Combo 08/30/2012 89 Final Combo 05/23/2012 18 Exterior Lath/Drywall 05/10/2012 17 Interior Lath/Drywall. 04/05/2012 14 Frame/Steel/Bolting/Weldin 04/05/2012 24 Rough/Topout 04/05/2012 34 Rough Electric 04/02/2012 24 Rough/Topout 04/02/2012 34 Rough Electric 09/26/2011 33 Service Change/Upgrade Inspector Act Comments PB AP PB NR TOM 760-729-2314 PB NR - RI PM PB CO. TOM PY AP PB AP PY. AP PY AP PY AP PY NR PY PA py. AP EMR Tuesday, September 11, 2012 . Page 1 of 1 SPECIAL INSPECTION AGREEMENT B-45 Aw C \/ CITY OF CAR LSBAD Carlsbad 10-0389 03/01/11 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www, cart sb ad ca. gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special Inspection, stnictiural obseuvation and construction unateiial testing. ProjectiPermit: 0 — 0 '3t Project Address: LÔ'15(5V\ Cs qQCZ THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Own er- BuilderX (If you checked as owner-builder you must also complete Section 0 of this agreement.) Name: (Please print) D. Os k,orrit, Mailing Addres5(01 t)1•kO _(çLs2J04 q?cy08' Email:_ Phone: ô-GH-IY43 lam the: PropertiOwner OPropertyOwher's Agent orRecord DArchitectof Record' oEngirleerof Record State of California Registration Number Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, undOrstandi acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-sit fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signature: _f2A4-&_ Date: /_/ It CONTRACTORS. STATE MENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor/builder/owner-builder. Contractors Company Ram e: Please check if you are 04er-8uiIder2 Name: (Please print) 15A711\ Tb, (Pilo 1.I) - Mailing Address: dt 1 Wi tYJ-' (-'v (tM 1c W6( C Email: Phone:_9(gO 7-s. State of California Contractors License Nu m er________________________ Expiration Date: I acknowledge and: am aware, of special requirements contained in the statement Of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization,, forthe method and trequencyof'reporting and the distribution of the report; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. Signature: rIJ4ALL '. Date: ii 7/,Y/~i DATE: O6.j15J-1-1--- JURISDICTION: Carlsbad EsGil Corporation In (Partnership with Government for Building Safety -1PLICANT U JURIS. U PLAN REVIEWER U FILE PLAN CHECK NO.: 10-0389 SET:TjZ PROJECT ADDRESS: 2675 Wilson Street PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that t7an check has been completed. Person contacted: &'( £i1é11one " Date contacted: ,/ (by: ) Appointment Applicant Hand Carried Plans to the City Mail TeIepeV Fax In Person REMARKS: The building official has determined that the existing and proposed use at 1st floor is a U occupancy.FinaI scope of work is 633 sq ft habitable, 670 sq ft garage and 24 sq deck. Structural observation required per sheet S-I . Complete special inspection form for epoxy anchors. Need to take the fire springier plan frm City set IV and add to set V. \\Q) N,_~ By: Ray Fuller Enclosures: EsGil Corporation EGA EJ 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 LI PC (P) 06/09/11 7i // DATE: 06L15L]4r JURISDICTION: Carlsbad EsGil Corporation In (Partners/lip with government for(Building Safety 'APLICANT U JURIS. U PLAN REVIEWER U FILE PLAN CHECK NO.: 10-0389 PROJECT ADDRESS: 2675 Wilson Street PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans' transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted fora complete recheck. F-1 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Appointment Applicant Hand Carried Plans to the City Mail Telephone Fax In Person REMARKS: 'The building official has determined that the existing and proposed use at 1st floor is a U occupancy. Final scope of work is 633 sq ft habitable, 670 sq ft garage and 24 sq ft—ô deck. Structural observation required per sheet S-i . (Complete special inspection form for epoxy anchors,. Need to take the fire springier plan f City set IV and add to set V. By: Ray Fuller , Enclosures: EsGil, Corporation E GA U EJ U PC (P) 06/09/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In artnersfiip with Government for 'Buifding Safety DATE: 06/15/11 JURISDICTION: Carlsbad PLAN CHECK NO.: 10-0389 PROJECTADDRESS: 2675 Wilson Street SET: IV PU ANT U PLAN REVIEWER U FILE PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the-check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sarah Dolkas 2675 Wilson Street Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant that the plan check has bee,n completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sarah Dolkas Telephone #: (760) 579-1463 Date contacted: tø (by: Email #: sarandcallawaygolf.com Mail - Telephone Fax In Person REMARKS: The building official has determined that the existing and proposed use at 1st floor is a U occupancy. By: Ray Fuller Enclosures: EsGil Corporation LI GA LI EJ El PC 06/09/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 10-0389 06/15/11 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The items underlined and in bold apply. Many of the corrections do not appear to being resolved. May want to set up a appointment to discuss remaining issues. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 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. 8. The sq footages of the project still do not appear to match what is shown on the floor plan. Plans cannot be sent back till the city until sq footages match the plans. The cover sheets states dwelling total sq footage to be 650 sq ft. The energy calculations state 672 sq ft and what is- is 688 sq ft. 21. Show on the plans compliance with the residential energy lighting requirements. A light is required at 3 ft door leading to stairs and both this light and light at deck need to be either high efficacy or controlled by a combination photocontrol - motion sensor. Could not locate where this was noted. 25. (2008 Energy) Residential ventilation requirements: Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. No sone level noted. . Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF- 6R-MECH energy forms. Not provided. Can use bath has whole house if note 4" duct, 50 cfm., continuous and max I sone. Cont on next page Carlsbad 10-0389 06/15/11 29. Minimum 2 20 amp circuits required for a kitchen and plans are only reflecting one GFCI outlet. Receptacles shall be installed so that no point along the wall line is more than 24 inches; Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle. Bee GFCI outlet at right side of stove as counter if counter is 1 ft or wider and at right side of kitchen sink as must start within 2 ft of sink. Still applies. 33. Could not locate where planc reflected minimum 18" platform for the water heater. The manufacturer of the proposed water heater has stated that a minimum of 750 cu ft of space be provided and bathroom is smaller than that and show the T and P relief valve at the water heater and the 3! 4 minimum discharge pipe size with routing to the exterior with a min of 6" and max 24" above grade. Still applies. 36. Detail and reference any exterior and interior guards required per Section 1013: Shall have a height of 42" (may be 34" along the sides of stairs). CBC Section 1013. Plans are noting 36". Could not locate where noted pony wall to be 42". Still applies. 38. Specify type of material at existing accessory units in common with proposed structure, dwelling exterior and interior finish and how the proposed structure will tie into existing accessory buildings. Plans to specify type of finish at exterior of proposed garage and dwelling and deck material with Class A rating and current ICC listing etc. The existing building need to reflect type of exterior finish and roofing material. If exterior to be T-1-11 then note this and if deck to beDEX-O-TEX then note this and ESR-1757, or if MIRACOTE then ESR-1714, EXCEL-COAT ER-4804 etc. 52. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. No response and could not locate. Note on plans requirements for Special inspection as City of Carlsbad does not exempt R-3's: Could not locate where plans reflected the 3000 psi concrete required for the 5" slab or where noted 3000 psi concrete for special inspection. A foundation/soils investigation is required for all projects in Seismic Design Categories D and per City policy listed below. Section 1802.2. Not provided- items 55 thru 59 still apply. Have yet to receive the soils report dated any 13, 2009 for this project (as referenced by engineer of record). Carlsbad 10-0389 06/15/11 Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings .Not provided. In Seismic Design Categories D the soils investigation must address liquefaction. Section 1802.2.7. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section Al 06. 1.1 Cannot verify until soils report provided. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Cannot verify until soils report provided. Cannot verify until soils report provided. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfitled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." CITY of CARLSBAD REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Only if project is less than 500 sq. ft. in area and only one story, then a soils report is not required. Not provided. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Not provided. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Not provided. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). Not provided. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Not provided. Carlsbad 10-0389 06/15/11 Verify final sets of plans and any new calculations will be stamped and signed by engineer of record also as well as designer signing final sheets. 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, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes ( No ( I 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 Ray Fuller at Esgil Corporation. Thank you. • Carlsbad 10-0389 06/15/11 ___ I SPECIAL INSPECTION Development Services I Building Division I CITY OF AGREEMENT 'i6FaradayAvenue I 760-602-27:[9 I CARLSBAD carl sb ad ca gov In accordance with Chapter 17 ofthe California Building Code the following must I)e completed when work being performed requires special inspection, structural observation and construction material tting. Proj ectf Permit: Project Address: THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED. AGENT. Please check if you are Owner- Builder 0. (If you checked as owner-builder you must also complete Section 0 of this agreement.) Name: (Please (U (Las Mailing Address Email, :Ph I am the: 0 Property Owner OP roperty Owners Agent of Record 0Architectof Record dEngineer of Record State of California. Registration Number Expiration Date: AGREEMENT I, the undersigned, declare under penalty of perjury under the laws of the State of CaiifonIa; that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction •materiais testing and bffsitefabrication of building components,. as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signat Date: coNTRAcToR's.sTATE MENT OF'RESPONSI9ILITY.(07 CBC, :Chi 7, Section 1706). This.section must be completed by:the confractor! buiideriownèr-builder.. ContractorsCompany N.ame:_______________ Name: (Please ptnt) Mailing Address:__________________________ Emaii: State of California Contractors License Number: .Pleaseiedc il you are Ovner.-8uilder 0 Phone: Expiration Date: i acknowledge and, am aware, of special requirements contained In the statement of special Inspections noted on the approved plans: I acknowiedgethat control will be exercised to obtain conformance with the construction documeri approved 'by the building officiäi;. Ewilihave in-place procedliresfor exercising control within our (the coriD-actors)organization, forthe method and frequenct of reporting and the distribution Of the reports: and F certify that will haVe a qualified person within our (the contractors) organization to exercise such con -dl. Signature: . Date: Carlsbad 10-0389 06/15/11 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 10-0389 PREPARED BY: Ray Fuller DATE: 06/15/11 BUILDING ADDRESS: 2675 Wilson Street BUILDING OCCUPANCY: R3 U (Per Building Official) TYPE OF CONSTRUCTION: VB -Sprinklered BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: El Complete Review Structural Only E Other Repetitive Fee Repeats Hourly Hr: @ * EsGil Fee $250.00 Comments: $250.00 is for fire sprinklered review. (Aaron Goodman) Sheet 1 of 1 macvalue.doc + EsGil Corporation In (Partnership with government for tBui(uing Safety DATE: 03/01/11 JURISDICTION: Carlsbad PLAN CHECK NO.: 10-0389 PROJECT ADDRESS: 2675 Wilson Street SET: III DA CANT JURIS. REVIEWER IJ FILE PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sarah Dolkas 2675 Wilson Street Carlsbad, Ca. 92008 LII Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sarah Dolkas . Telephone #: (760) 579-1463 'Date contacted: Ito 11 Y (by: r, ) Email #: sarand©callawaygolf.com t Mail ....- Telephone .-' Fax In Person LII REMARKS: By: Ray Fuller. Enclosures: EsGil Corporation LI GA LI EJ [I Pc 02/23/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 10-0389 03/01/il NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 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. Verify final sets of plans and any new calculations will be stamped and signed by engineer of record also. all sheets of plans must be signed by the person responsible for their preparation. Designer needs to sign the architectural sheets. The project summary states this is to be a two story structure with dwelling above between two existing accessory buildings. The project information is stating that Building Official will make a determination of occupancy of the garages. I have left a message with Will Foss to verify if this correct and what determination has been made. Cannot complete plan check until this is provided. The two options are S-I or a U (if private garage). See next page for some of the requirements for each. S-I Occupancy Per Table 503 the area allowed for a S-I is 9000 sq ft which would be under the 4112 total sq ft that is being reflected on the site plan . The items that would be a issue is that per Table 602 the existing exterior walls at steel building would be required to be 1 hour rated (as 6'8" from property line). This would then require approved listed details to be provided and referenced to plan of how proposed 1 hour will extend from foundation to roof (if non combustible roof). The plans would need to reflect elevations of existing steel buildings reflecting type of exterior finish, roofing and amount of openings in wall as limited to 10% per Table 704.8. In addition a occupancy separation of 2 hours would be required per Table 508.3.3 between proposed dwelling and proposed garage. Carlsbad 10-0389 03/01/11 This would required listed 2 hour ceiling details between proposed garage and dwelling above as well as listed/approved 2 hour wall details required for walls at proposed garage and at stairwell walls. These details would need to be reflected at all applicable locations on the plans. In addition to the 2 hour ceiling and walls at proposed garage the 10'3" openings between garages would be required to be fire doors/shutters rated at 1 1/2 hours. These 90 minute doors would be required to be detailed and referenced on the plans reflecting approval/listing information for this units. U Occupancy Per Section 406.1 a U is limited to 1000 sq ft. You are allowed to go up to 3000 sq ft if plans clearly note that this is for storage of private vehicles and no repair work or fuel is being dispensed. Because the total sq footage of existing and proposed garages is 4112 sq ft a 2 hour fire barrier extending from foundation to non combustible roof would be required. If existing garage has a combustible roof (if any thing but steel then a minimum 2 hour 30" high parapet would be required above the roof level. Would need to detail and reference a listed 2 hour wall and plans would need to clearly reflect location of wall so as to limit area to 3000 sq ft. At exterior walls a 1 hour wall is required on either side of the 2 hour wall for a minimum of 4 ft and no openings (or would need minimum 90 minute protection). Any openings in the 2 hour fire barrier wall would need to detailed to reflect listed assemblies of a minimum of 90 minutes. Any openings in the wall are limited to max 25 % of the wall etc. The placement of the 2 hour wall is important not only to verify less than 3000 sq ft but also to verify distance from proposed dwelling. If question you can call me to discuss options Provide a floor plan reflecting location of the 2 hr fire barrier with openings and details of the 90 minute protection. If S-I or U: Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in IBC Section 712." 8. The sq footages of the project still do not appear to match what is shown on the floor plan. The scope of work on cover sheet states 601 sq ft of habitable and 598 sq ft of garage. The energy calculations states habitable to be 672 sq ft? The dwelling is 688 sq ft as project is 13' II 1/2 x 48 ft plus 18 sq ft at the 1st floor and the garage is now 608 sq ft. Also on cover sheet sg ft of proposed deck 24. Plans cannot be sent back till the city until sq footages match the plans. Please clarify difference in 672 in energy calculations and 688 sq ft that appears to be. Continued on next page Carlsbad 10-0389 03/01/11 21. Show on the plans compliance with the residential energy lighting requirements: A light is required at 3 ft door leading to stairs and both this light and light at deck need to be either high efficacy or controlled by a combination photocontrol -motion sensor. 25. New (2008 Energy) Residential ventilation requirements: No response and could not locate. Kitchens require exhaust fans (either intermittent/1 00 cfm or continuous/20 cfm), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF- 6R-MECH energy forms. All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum I "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). Recheck outlet spacing. Must show outlets within 6 ft of any opening and not to exceed 12 apart. Any isolated wall 2 ft or wider to have outlets. See either side of pocket door as outlets in main dwelling area need to start within 6 ft of door and 2 x4 pony wall is counted towards wall space and needs to reflect outlets. Minimum 2 20 amp cirpuits required for a kitchen and plans are only reflecting one GFCI outlet. Receptacles shall be installed so that no point along the wall line is more than 24 inches; Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle. Bee GFCI outlet at right side of stove as counter if counter is 1 ft or wider and at right side of kitchen sink as must start within 2 ft of sink. 33. Could not locate where plans reflected minimum 18" platform for the water heater. The manufacturer of the proposed water heater has stated that a minimum of 750 cu ft of space be provided and bathroom is smaller than that and show the T and P relief valve at the water heater and the 3! 4 minimum discharge pipe size with routing to the exterior with a min of 6" and max 24" above grade. Plans now reflect a dryer in bathroom. Plans to reflect this to be electric as no fuel burning appliances allowed in the bathroom. Show minimum 4" vent to the exterior. Carlsbad 10-0389 03/01/11 Specify size of service for dwelling (minimum 100 amps and cannot be placed in fire wall. Could not locate where noted size of panel servicing dwelling (minimum 100 amp) and note sizes for both panels shown i.e. panel in garage and in bathroom. Note panel in garage to be flush mounted as not rated to be a firewall and upstairs panel must be moved as not allowed in a bathrooms and a minimum 3 ft clearance would have been required between front of panel. Both the 60 gallon water heater and the washer/dryer would have encroached into this space Provide stairway and landing details where applies. Verfiy the following is reflected on the plans at all applicable locations. Section 1009. The 6'8" head clearance to be measured perpendicular to the nose of the thread and not parallel as shown. Detail and reference any exterior and interior guards required per Section 1013: Shall have a height of 42" (may be 34" along the sides of stairs). CBC Section 1013. Plans are noting 36". Could not locate where noted pony wall to be 42" and south elevation on A-2 is noting 36' and should be 42". 38. Specify type of material at existing accessory units in common with proposed structure, dwelling exterior and interior finish and how the proposed structure will tie into existing accessory buildings. No response and could not locate. Plans to specify type of finish at exterior of proposed garage and dwelling, type roofing and deck material with Class A rating and current ICC listing etc. The existing building need to reflect type of exterior finish and roofing material. 41. No interior footings shown at bearing wall (stairwell) as supporting floor joist. No response- 5" slab to support line loads? Specify size of spread footings, conventional footings and slab. Plans to reflect steel, anchor bolts any holddowns etc. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. Please specify hot-dip galvanized or zinc coated anchor bolts in PT sill plates. Section 2304.9.5. Please specify galvanized nailing in the PT sill plates. Section 2304.9.5. Specify length of all shear panels at their respective locations and verify shear transfer details provided for each location. Carlsbad 10-0389 03/01/11 52. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. No response and could not locate. 54. Note on plans requirements for Special inspection as City fo Carlsbad does not exempt R-3's: Fastener spacing of the sheathing where 4" or less oc occurs. Could not locate on S-I. Soils compliance. 55 A foundation/soils investigation is required for all projects in Seismic Design Categories D and per City policy listed below. Section 1802.2. Not provided- items 55 thru 59 still apply. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings .Not provided. In Seismic Design Categories D the soils investigation must address liquefaction. Section 1802.2.7. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1 Cannot verify until soils report provided. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Cannot verify until soils report provided. Cannot verify until soils report provided. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 61. Could not locate where type of deck material was noted (provide a current ICC listing and note manufacturer's name. Specify how obtaining the required minimum 1/4 inch per foot deck slope for drainage. If sleepers detail attachment to floor joist. Carlsbad 10-0389 03/01/11 TJI calculations to reflect 4 ft cantilever and additional support required where bear's on exterior wall. Plans to reflect how 2 x 10's are Sistered to TJl's and how obtaining slope. Plans are reflecting both scissor trusses and flat trusses. If using scissor trusses then exterior wall must be a scissor truss to prevent a hinge point where resisting out of plane wind loading for example. Cross sections and wall section to. reflect scissor trusses with rake walls noted to be ballooned framed. CITY of CARLSBAD REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Only if project is less than 500 sq. ft. in area and only one story, then a soils report is not required. Not provided. If special inspection is required, the designer shall complete the city's 'Special Inspection Agreement". Not provided. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Response was N/A. This does apply. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). Response was N/A. This does apply. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Response was N/A. This does apply. 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, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes () No ( ) 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 Ray Fuller at Esgil Corporation. Thank you. Carlsbad 10-0389 03/01/11 SPECIAL INSPECTION Development Services I Building Division I OVCITY OF AGREEMENT J6 Faraday Avenue I CARLSBAD B-45 760-602-2719 I wvw. carlsbad ca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special iuspection, structural observation and coutruction material testing. Proj Oct/Permit: Project Address: THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner- Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement) Name: (Please (tag Mailing Addre Email:__________________________________________________________ Phone:__________________________ I am the: 0 Property Owner OProperty Owners Agent of Record DArchitectof Record oEngineer of Record State Of California Registration Number* Expiration Date AGREEMENT: IJhe undersigned declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code Signature: Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor/ builder! owner-builder. Contractors Company N am Name: (Please punt) Mailing Address:__________ Email: Please ch eck if you are 0w,er43ui1der 0 (FIKV 03 -1) (tart) Phone: State of California Contractors License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved' by the building official; I will have in-place procedures for exercising control within our (the contractors) organization, forthe method and frequency of reporting and the distribution of the reports; and I certify that l will have a qualified person within our (the contractor's) organization to exercise such control. Signature: Date: EsGil Corporation In (Partnership with government for Bui&(ing Safety DATE: 03/01/11 U APPLICANT U JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 10-0389 SET: III PROJECT ADDRESS: 2675 Wilson Street PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted he will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sarah Dolkas 2675 Wilson Street Carlsbad, Ca. 92008 Lii Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sarah Dolkas Date contacted: (by: ) Mail Telephone Fax In Person REMARKS: By: Ray Fuller EsGil Corporation LIGA LIEJ LIPC Telephone #: (760) 579-1463 Email #: sarandcallawaygolf.com Enclosures: 02/23/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 10-0389 03/01/11 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 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. Verify final sets of plans and any new calculations will be stamped and signed by engineer of record also. all sheets of plans must be signed by the person responsible for their preparation. Designer needs to sign the architectural sheets. .The project summary states this is to be a two story structure with dwelling above ' between two existing accessory buildings. The project information is stating that Building Official will make a determination of occupancy of the garages. I have left a message with Will Foss to verify if this correct and what determination has been made. Cannot complete plan check until this is provided. The two options are S-I or a U (if private garage). See next page for some of the requirements for each. re > S-I Occupancy 9et'4i'rfff Per Table 503 the area allowed for a S-I is 9000 sq ft which would be under the 4112 total sq ft that is being reflected on the site plan . The items that IVOt '1VI/ would be a issue is that per Table 602 the existing exterior walls at steel building would be required to be 1 hour rated (as 6'8" from property line). TO AA This would then require approved listed details to be provided and referenced to plan of how proposed 1 hour will extend from foundation to roof (if non combustible roof). The plans would need to reflect elevations of existing steel buildings reflecting type of exterior finish, roofing and amount of openings in wall as limited to 10% per Table 704.8. In addition a occupancy separation of 2 hours would be required per Table 508.3.3 between proposed dwelling and proposed garage. Le Carlsbad 10-0389 03/01/11 4This would required listed 2 hour ceiling details between proposed garage / and dwelling above as well as listed/approved 2 hour wall details required / for walls at proposed garage and at stairwell walls. These details would / need to be reflected at all applicable locations on the plans. In addition to ,( the 2 hour ceiling and walls at proposed garage the 10'3" openings / between garages would be required to be fire doors/shutters rated at 1 1/2 / hours. These 90 minute doors would be required to be detailed and / referenced on the plans reflecting approval/listing information for this I units. U Occupancy Per Section 406.1 a U is limited to 1000 sq ft. You are allowed to go up to 3000 sq ft if plans clearly note that this is for storage of private vehicles and no repair work or fuel is being dispensed. Because the total sq footage of existing and proposed garages is 4112 sq ft a 2 hour fire barrier extending from foundation to non combustible roof would be required. If existing garage has a combustible roof (if any thing but steel then a minimum 2 hour 30" high parapet would be required above the roof level. Would need to detail and reference a listed 2 hour wall and plans would need to clearly reflect location of wall so as to limit area to 3000 sq ft. At exterior walls a 1 hour wall is required on either side of the 2 hour wall for a minimum of 4 ft and no openings (or would need minimum 90 minute protection). Any openings in the 2 hour fire barrier wall would need to detailed to reflect listed assemblies of a minimum of 90 minutes. Any openings in the wall are limited to max 25 % of the wall etc. The placement of the 2 hour wall is important not only to verify less than 3000 sq ft but also to verify distance from proposed dwelling. If question you can call me to discuss options Provide a floor plan reflecting location of the 2 hr fire barrier with openings and details of the 90 minute protection. If S-I or U: Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in IBC Section 712." 8. The sq footages of the project still do not appear to match what is shown on the , floor plan. The scope of work on cover sheet states 601 sq ft of habitable \ and 598 sq ft of garage. The energy calculations states habitable to be 672 \ sq ft? The dwelling is 688 sq ft as project is 13' 11 1/2 x 48 ft plus 18 sq ft at the jst floor and the garage is now 608 sq ft. Also on cover sheet sg ft of \ proposed deck 24. Plans cannot be sent back till the city until sq footages \ match the plans. Please clarify difference in 672 in energy calculations and \ 688 sq ft that appears to be. Updated sheet TS1 per these numbers and verified I Continued on next page on my own. I used the cad tool to calculate the sqr I ftg. The energy caics say 672 per level and does not I differentiate between the garage and the dwelling. I (Stairwell and entry are part of dwelling) I Updated Al, A2,A3 WI needed lights and noted on elec.. notes Carlsbad 10-0 #11 about the high efficacy light 03/0 requirements. Show on the plans compliance with the residential energy lighting requirements: A light is required at 3 ft door leading to stairs and both this light and light at deck need to be either high efficacy or controlled by a combination photocontrol -motion sensor. 25. New (2008 Energy) Residential ventilation requirements: No response and could not locate. 400 (/ Kitchens require exhaust fans (either intermittent/1 00 cfm or(orntiri(.jnuousI2O cfm)_-.,3 ducted to the exterior. Detail compliance by including a complying exhiust an or a ducted range hood to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. ,(4 Bathrooms require exhaust f s (minimum 50 c be ducted to the exterior. __ o 'Note: CFM and noise rating%ne midst be specified on the plans. A bathroom Nobout_ WOdO-hF. I is defined "as a room with a bathtub, shower, or spa or some similar source of dded required moisture". 'Mechanical utlets. Sheet Al whole house ventilation must be provided. Include the following ) shows I information: Fan sizing (cfm), "Sone" specification, and the duct sizing and Iectrical as well ilength. Note: The information must match or exceed the design found on CF- 16R..MECH energy forms. All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum I "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). 28. Recheck outlet spacing. Must show outlets within 6 ft of any opening and not to exceed 12 apart. Any isolated wall 2 ft or wider to have outlets. See either side of pocket door as outlets in main dwelling area need to start within 6 ft of door and 2 x4 pony wall is counted towards wall space and needs to reflect outlets. 9. Minimum 2 20 amp circuits required for a kitchen and plans are only reflecting one GFCI outlet. Receptacles shall be installed so that no point along the sure about wall line is more than 24 inches; Island and peninsular countertops 12 t to do here. I inches by 24" long (or greater) shall have at least one receptacle. Bee GFCI outlet at right side of stove as counter if counter is 1 ft or wider and at right \ side of kitchen sink as must start within 2 ft of sink. Could not locate where plans reflected minimum 18" platform for the water heater. The manufacturer of the proposed water heater has stated that a minimum of 750 cu ft of space be provided and bathroom is smaller than that and show the T and P relief valve at the water heater and the 3/4 minimum discharge pipe size with routing to the exterior with a min of 6" and max 24" above grade. Plans now reflect a dryer in bathroom. Plans to reflect this to be electric as no fuel burning appliances allowed in the bathroom. Show minimum 4" vent to the exterior. Added 4" vent and note that states 4" vent and that dryer is electric Carlsbad 10-0389 Y z O/01/11 IA J • JV'J -' V Stair details are shown on S3 details 11&12. Head clearance note revised and shown on A2 &A3, (shown perp to stair tread) Specify size of service for dwelli minimum 100 amps d cannot be placed in fire wall. Could not locate where noted size o panel servicing dwelling ç (minimum 100 amp) and note sizes for both panels shown i.e. panel in garage and in bathroom. Note panel in garage to be flush mounted as not rated to be a firewall and upstairs panel must be moved as not allowed in a V-4 IV bathrooms and a minimum 3 ft clearance would have been required Jrt r between front of panel. Both the 60 gallon water heater and the washer/dryer would have encroached into this space. Provide stairway and landing details where applies. Verfiy the following is Revised A2&A3 reflected on the plans at all applicable locations. Section 1009. The 6'8" head to show min 34" clearance to be measured perpendicular to the nose of the thread and not guard rail for parallel as shown. rexterior note on A2 south elev to note 42" stairs. Also 7 noted on stair . ,Detail and reference a nd interior guards required per Section 1013 Details for deck Shall have a height of 34" along the sides of stairs). CBC Section railing are on S3 I 1013. Plans are noting 36". Could not locate where noted pony wall to be details 7 & 9. I 42" and south elevation on A-2 is noting 36' and should be 42". The (e) garages are 38. Specify type of material at existing accessory units in common with proposed steel, and the / structure, dwelling exterior and interior finish and how the proposed structure will building in the tie into existing accessory buildings. No response and could not locate. Plans 1 middle is ti-Il to spe)fy type of finish at exterior of proposed garage and dwelling, type siding, all are roofing and deck material with Class A rating and current ICC listing etc. same color but The existiiq building need to reflect type of exterior finish and roofing not sure how to material. \JDo they understand that this is a freestanding bldg and not attached to address this. 1(e) garages? not sure if this matters to them or not. j••f] No interior footings shown at bearing wall (stairwell) as supporting floor joist. No I response- 5" slab to support line loads? /1 I 43. Specify size of spread footings, conventional footings and slab. Plans to reflect steel, anchor bolts any holddowns etc. nses Show foundation bolt size and spacing: Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. Please specify hot-dip galvanized or zinc coated anchor bolts in PT sill plates. Section 2304.9.5.. 46.1 Please specify galvanized nailing in the PT sill plates. Section 2304.9.5. 47 I Specify length of all shear panels at their respective locations and verify shear -' transfer details provided for each location. 55 Rhett and I are 1 56 wondering if she submited the soils report or not. Or if she needs and update letter for Carlsbad 10-0389 03/01/11 54 structural response I 1. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. No response and could not locate. Note on plans requirements for Special inspection as City fo Carlsbad does not exempt R-3's: Fastener spacing of the sheathing where 4" or less oc occurs. Could not locate on S-I. Soils compliance. A foundation/soils investigation is required for all projects in and per City policy listed below. Section 1802.2. Not provided- items 55 thru 59 still apply. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings .Not provided. In Seismic Design Categories I the soils investigation must address liquefaction. Section 1802.2.7. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1 Cannot verify until soils report provided. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Cannot verify until soils report provided. Cannot verify until soils report provided. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Could not locate where type of deck material was noted (provide a current ICC listing and note manufacturers name. Specify how obtaining the required minimum 1/4 inch per foot deck slope for drainage. If sleepers detail attachment to floor joist. 52 Not sure about what to do here. Carlsbad 10-0389 03/01/11 63 TJI calculations to reflect 4 ft cantilever and additional support required where structural bear's on exterior wall. Plans to reflect how 2 x 10's are sistered to TJI's and response how obtaining slope. 64. Plans are reflecting both scissor trusses and flat trusses. If using scissor trusses then exterior wall must be a scissor truss to prevent a hinge point where resisting out of plane wind loading for example. Cross sections and wall section to reflect scissor trusses with rake walls noted to be ballooned framed. CITY of CARLSBAD REQUIREMENTS 67. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Only if project is less than sq. ft. in area and only one story, then a soils report is not required. Not provided. 66. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Not provided. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Response was N/A. This does apply. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). Response was N/A. This does apply. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Response was N/A. This does apply. 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, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes ( ) No ( ) 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 Ray Fuller at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 05/26/10 JURISDICTION: Carlsbad PLAN CHECK NO.: 10-0389 PROJECT ADDRESS: 2675 Wilson Street SET: II O T ZAPPLIZIEWER U FILE PROJECT NAME: SFD/ Garage-Storage for Dolkas The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sarah Dolkas 2675 Wilson Street Carlsbad, Ca. 92008 LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sarah Dolkas (.i) Telephone #: (760) 579-1463 Date contacted: iiJio (by: ¶&i) Email #: sarandcallawaygolf.com Maik/ Telephone t" Fax In Person Lii REMARKS: By: Ray Fuller Enclosures: EsGil Corporation GA LI EJ LI PC 05/24/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123• (858) 560-1468 • Fax (858) 560-1576 Carlsbad 10-0389 05/26/10 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. There was no response sheet sent back stating if and how corrections were addressed. No structural sheets and calculations provided , no soils report. no energy calculations provided etc. ( Energy calculations to address electrical water heater —as generally not allowed). It appears most of previous corrections are still outstanding. Without a response sheet from designer and items above then plans could not be plan checked. The designer may want to set up a appointment to discuss the scope of work. 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 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. Generally the Plans are incomplete and a thorough Plan Check could not be performed. The following list is a general list only and corrections may follow when the clarity of plans and work to be performed are clearly reflected. It is strongly suggested that you obtain the services of a design professional that is experience in the preparation of residential remodel/ room additions to complete this project. The plans lack the required detailing and information required to adequately complete this plan check and proposed plans violates basic building principles and practices of the currently adopted Building codes. 3. The plans as shown do not comply with conventional framing and are structurally incomplete. 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). Carlsbad 10-0389 05/26/10 Indicate on the Title Sheet of the plans the name of the person responsible for the preparation of the plans and all sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). The project summary states this is to be a two story structure with dwelling above between two existing accessory buildings. Site plan to clearly reflect what is proposed and what is existing and distance between proposed structure and existing structures. What is the use of the two accessory buildings? Provide a floor plan for each building as plans are reflecting exiting of dwelling into these structures. Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a permanent part of the plans. Noting sq footages of storage in ink to be 629 and habitable to be 602 on sheet T-1. This does not match the plans as sq footages are measured to the exterior of the proposed wall. Appears Garage- Storage 672 sq ft and SFD will be 645 sq ft. IMMUMM am= _p • npppIr. rpt, . Ifl.A psAp •flpntpa!nfl r t _ •t.. c-a.fltp.- .! ._. Combining the existing and the proposed sq footages on the 1st floor will give a total of 4128 sq ft. U occupancies for private residences are generally limited to 1000 sq ft. Please have designer review section 406 and section 509 carefully and show how proposed project will comply. The plans are reflecting dwelling exiting into garage/storage ? This is strictly forbidden and could not determine why designer would proposed such a scenario. Per IBC the height of clear opening from floor cannot exceed 44" where egress windows occur. The plans are reflecting garage/storage opening directly into dwelling efficiency unit. No separation shown and efficiency unit cannot open into a garage/storage. If proposed to exit to exterior then distance to property lines would be an issue. Exterior stairways shall be located at least EM, from adjacent lot lines and from other buildings on the same lot unless the adjacent building exterior'walls and openings are protected in accordance with Section 704 based on fire separation distance. Section 1024.3. Carlsbad 10-0389 05/26/10 Provide plans, calculations or worksheets to show compliance with current energy standards. The required energy calculations for this project were not provided. Provide a Prescriptive or Performance energy design to show compliance with current 2008 energy efficiency standards. Information and Forms are available at: www.enerqy.ca.gov/tit1e24/2008standards. The regulations require a completed and signed Form CF-1R (all pages) to be either imprinted on the plans. Verfiy Owner/designer has sign the CFI-R forms Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-i R form on the plans. Note on the plans that copies of the following Title 24 energy forms will be available for Building Inspector use: CF-1R, CF-4R, and CF-6R. At the end of the CF-1 R forms (CF-1 R, CF-1 R ADD, or CF-1 R ALT) is an area that describes mandatory HERS inspections that are required by the energy design method. Please check the applying boxes on the CF-1 R. Include all applicable sections of the MF-i R form with the plans. Show on the plans compliance with the residential energy lighting requirements: All other areas require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. How is right portion of efficiency unit to be provided with required light? Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor. Specify on the plans the make, model, type and efficiency of the space heating (or cooling) system and location. Generally cannot be place inside efficiency unit as entire area is considered open to sleeping area Show location of attic access with a minimum size of 22"x30". All hot water piping from the heating source to the kitchen fixtures must be insulated (2" or less pipe size I" thick insulation. Prescriptive Method requirement. New (2008 Energy) Residential ventilation requirements: Kitchens require exhaust fans (either intermittent/1 00 cfm or continuous/20 cfm), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. A Carlsbad 10-0389 05/26/10 bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture ". Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CE- 6R-MECH energy forms. All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum I "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). Specify on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." Specify on the plans, that the duct insulation must be a minimum of Zone 7 R- 4.2. Recheck outlet spacing. Must show outlets within 6 ft of any opening and not to exceed 12 apart. Any isolated wall 2 ft or wider to have outlets. Minimum 2 20 amp circuits required for a kitchen and plans are only reflecting one GFCI outlet. Show on the plans a wall receptacle adjacent to each lavatory sink in the bathroom which is GFCI protected. NEC Art. 210-52(d). Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. Ii. y ••u i i. t-r.,.Il N? ..il'1 i..i.0 Could not locate where plans reflected minimum 18" platform for the water heater. Electric water heaters are generally not allowed per energy and if gas can not be bathroom or in dwelling unit. Specify size of service for dwelling (minimum 100 amps and cannot be placed in fire wall . Provide stairway and landing details where applies. Verfiy the following is reflected on the plans at all applicable locations. Section 1009. Maximum rise is 14" and minimum run is ". Noting 9" run on notes on A3 and rise is noted as both 8 W and 8" on A-3 and calculations are using 8 W? A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. Provide calculations for 2 x12 stringers for a almost 11 ft height. Carlsbad 10-0389 05/26/10 Detail and reference any exterior and interior guards required per Section 10131: Shall have a height of " (may be 34" along the sides of stairs). CBC Section 1013. Plans are noting 36". Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6 inches. Shall be detailed showing adequacy of connections to resist the horizontal force prescribedin Section 1607.7. Please review plate height from garage/storage floor to dwelling floor. It appears reflecting inadequate number of risers/threads for the 10 ft 10 1/2 II height. Specify type of material at existing accessory units in common with proposed structure, dwelling exterior and interior finish and how the proposed structure will tie into existing accessory buildings. Minimum 3 ft wide door required for exit from a dwelling. Structurally the plans are incomplete and do not comply with conventional framing I.e. max plate height is limited to 10 ft and interior braced wall panels are required every 25 ft maximum . Structural will be rechecked when design calculations provided an engineer of record has reviewed plans and are stamped and signed reflecting that that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation. No interior footings shown at bearing wall (stairwell) as supporting floor joist. Specify size of the TJI's. Specify size of spread footings, conventional footings and slab. Plans to reflect steel, anchor bolts any holddowns etc. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. Please specify hot-dip galvanized or zinc coated anchor bolts in PT sill plates. Section 2304.9.5. Please specify galvanized nailing in the PT sill plates. Section 2304.9.5. Specify length of all shear panels at their respective locations and verify shear transfer details provided for each location. Provide current truss details and truss calculations for this project. Drag trusses if used are to reflect required axial loads. Carlsbad 10-0389 05/26/10 The plans are noting truss calculations to be by Escondido Truss in 2008. The current code requires calculations should use a roof live load of 20 psf and be designed got 85 mph wind loads. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing. Detail to include edge nailing of roof diaphragm to members below and shear transfer to the top/sill plate's etc Minimum 2 details may be required i.e. if and when shear walls are perpendicular to roof framing/trusses (blocking panels) and when shear walls are parallel to roof framing members. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. Plans are to specify shear, roof and floor diaphragm type, thickness and span rating. Specify size nail size and spacing If applies: Note on plans requirements for Special inspection: Strong Walls and /or Hardy Frames per their listing. Fastener spacing of the sheathing where 4" or less oc occurs. Epoxy anchors. Soils compliance. 55 A foundation/soils investigation is required for all projects in eisrnic Design ategoriesD and per City policy listed below. Section 1802.2. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings. In Seismic Design Categories D the soils investigation must address liquefaction. Section 1802.2.7. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Carlsbad 10-0389 05/26/10 If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Need to provide shear transfer details to include edge nailing of the roof diaphragm to full depth blocks at the plate Iinesand transfer from blocks to plates i.e. A-35's with spacing noted. Could not locate where type of deck material was noted. If spaced decking then note this and type i.e. redwood/trex etc and if solid material then note type of waterproofing and specify how obtaining the required minimum 1/4 inch per foot deck slope for drainage. If sleepers detail attachment to floor joist. TJI's cannot be expose to weather so plans to reflect how top and bottom chords are protected. TJI calculations to reflect 4 ft cantilever and additional support required where bear's on exterior wall. Plans are reflecting both scissor trusses and flat trusses. If using scissor trusses then exterior wall must be a scissor truss to prevent a hinge point where resisting out of plane wind loading for example. Show or note on plans that all rake walls are to be ballooned framed. Could not determine why floor plan is reflecting header sizes for the dwelling and should be on the roof plan instead. CITY of CARLSBAD REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Only if project is less than 500 sq. ft. in area and only one story, then a soils report is not required. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Details for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. Carlsbad 10-0389 05/26/10 New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All. piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). . Far too many architectural and structural issues to comply this plan check. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes () No () 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 Ray Fuller at Esgil Corporation. Thank you. Carlsbad 10-0389 05/26/10 SPECIAL INSPECTION Development Services I Building Division I C IT V OF AGREEMENT 165 Faraday Avenue. I 760-602-271.9 I 1\R LSBALE B-45 wwtv,carlsbadca.go., In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special iIpection, structural observation and construction material testing. Proj ecti Permit: Project THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner- Builder Q. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) (lii) Mailing Address Email: Phone: I am the: 0 Property Owner oProperty Owners Agent of Record 0Architect of Record oEngineer of Record State of California Registration Numb Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under The laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on The approved plans and, as required by the California Building Code. Signature: Date: CONTRACTOR'S STATEMENTOF RESPONSIBILITY (07 CBC, Ch.17, Section 1706). This section must be completed by the contractor/ builder/ owner-builder. Contractors Company Nam Name: (Please pant) Mailing Address: Email: State of California Contractors License Number: Please check it you ar 0wier-8u11der 0 Phone: Expiration Date: I acknowledge and, am aware, of special requirements contained In the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify That I will have a qualified person within our (the contractor's) organization to exercise such control. Signature: Date: EsGil Corporation In (Partnership with Government for cBui Wing Safety DATE: 03/15/10 JURISDICTION: Carlsbad PLAN CHECK NO.: 10-0389 SET: I PROJECT ADDRESS: 2675 Wilson Street PROJECT NAME: SFD/ Garage-Storage for Dolkas CANT U JURIS. AN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sarah Dolkas 2675 Wilson Street Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sarah Dolkas Date contacted: 3(670 4"ail TAepPhd79 Fax In Person E REMARk ' Telephone #: (760) 579-1463 Email #: sarand@callawaygolf.com By: Ray Fuller EsGil Corporation EGA .EEJ LJPC Enclosures: 03/08/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 10-0389 03/15/10 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 10-0389 JURISDICTION: Carlsbad PROJECT ADDRESS: 2675 Wilson Street FLOOR AREA: STORIES: 2 Garage- Storage 672 SFD 645 Deck 24 HEIGHT: 20 ft per CBC REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 03/02/10 ESGIL CORPORATION: 03/08/10 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ray Fuller COMPLETED: 03/15/10 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the 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 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 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 10-0389 03/15/10 The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring 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. Generally the Plans are incomplete and a thorough Plan Check could not be performed. The following list is a general list only and corrections may follow when the clarity of plans and work to be performed are clearly reflected. It is strongly suggested that you obtain the services of a design professional that is experience in the preparation of residential remodel/ room additions to complete this project. The plans lack the required detailing and information required to adequately complete this plan check and proposed plans violates basic building principles and practices of the currently adopted Building codes. The plans as shown do not comply with conventional framing and are structurally incomplete. 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). Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. Old codes noted on T-1 in various places. Indicate on the Title Sheet of the plans the name of the person responsible for the preparation of the plans and all sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). The site plan on T-1 is noting scope of work to be two proposed accessory buildings with a patio in between. The project summary states this is to be a two story structure with dwelling above between two existing accessory buildings. Site plan to clearly reflect what is proposed and what is existing and distance between proposed structure and existing structures. Carlsbad 10-0389 03/15/10 What is the use of the two accessory buildings? Provide a floor plan for each building as plans are reflecting exiting of dwelling into these structures. Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a permanent part of the plans. Noting sq footages of storage in ink to be 629 and habitable to be 602 on sheet T-1. This does not the plans as sq footages are measured to the exterior of the proposed wall. Appears Garage- Storage 672 sq ft and SFD will be 645 sq ft. The doors between accessory building and proposed storage are large enough to allow vehicles to past thru. When this potential occurs it is treated as a garage and not as storage. Combining the existing and the proposed sq footages on the 1" floor will give a total of 4128 sq ft. U occupancies for private residences are generally limited to 1000 sq ft. Please have designer review section 406 and section 509 carefully and show how proposed project will comply. The plans are reflecting dwelling existing into garage/storage ? This is strictly forbidden and could not determine why designer would proposed such a scenario. Per IBC the height of clear opening from floor cannot exceed 44" where egress windows occur. The plans are reflecting garage/storage opening directly into dwelling efficiency unit. No separation shown and efficiency unit cannot open into a garage/storage. If proposed to exist to exterior then distance to property lines would be an issue. Exterior stairways shall be located at least 1O' from adjacent lot lines and from other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 704 based on fire separation distance. Section 1024.3. Provide plans, calculations or worksheets to show compliance with current energy standards. The required energy calculations for this project were not provided. Provide a Prescriptive or Performance energy design to show compliance with current 2008 energy efficiency standards. Information and Forms are available at: www.enerqy.ca.gov/tit1e24/2008standards. The regulations require a completed and signed Form CF-IR (all pages) to be either imprinted on the plans, included with the plans, taped to the plans, or "sticky backed" on the plans. Verfiy Owner/designer has sign the CFI-R forms Carlsbad 10-0389 03/15/10 17. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed ME-i R form on the plans. 18. Note on the plans that copies of the following Title 24 energy forms will be available for Building Inspector use: CF-1 R, CF-4R, and CF-6R. 19. At the end of the CF-1 R forms (CF-1 R, CF-1 R ADD, or CF-1 R ALT) is an area that describes mandatory HERS inspections that are required by the energy design method. Please check the applying boxes on the CE-1R. 20. Include all applicable sections of the ME-1R form with the plans. 21. Show on the plans compliance with the residential energy lighting requirements: All other areas require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. How is right portion of efficiency unit to be provided with required light? Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor. 22. Specify on the plans the make, model, type and efficiency of the space heating (or cooling) system and location. Generally cannot be place inside efficiency unit as entire area is considered open to sleeping area 23. Show location of attic access with a minimum size of 22"x30". 24. All hot water piping from the heating source to the kitchen fixtures must be insulated (2" or less pipe size = 1" thick insulation. Prescriptive Method requirement. 25. New (2008 Energy) Residential ventilation requirements: Kitchens require exhaust fans (either intermittent/1 00 cfm or continuous/20 cfm), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Note: OEM and noise rating ("Sone") must be specified on the plans. Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture" Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum I "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). * Carlsbad 10-0389 03/15/10 26. Specify on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." 27. Specify on the plans, that the duct insulation must be a minimum of Zone 10 R-6. 28. Recheck outlet spacing. Must show outlets within 6 ft of any opening and not to exceed 12 apart. Any isolated wall 2 ft or wider to have outlets. 29. Minimum 2 20 amp circuits required for a kitchen and plans are only reflecting one GFCI outlet. 30. Show on the plans a wall receptacle adjacent to each lavatory sink in the bathroom which isGFCl protected. NEC Art. 210-52(d). 31. Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. 32. Efficiently dwelling units required to have a minimum of one closet. Section 1208.4 33. Could not locate where plans reflected minimum 18" platform for the water heater. 34. Specify size of service for dwelling (minimum 100 amps and cannot be placed in fire wall. 35. Provide stairway and landing details where applies. Verfiy the following is reflected on the plans at all applicable locations. Section 1009. Maximum rise is 7:..314" and minimum run, is 10". Noting 9" run on notes on A3 and rise is noted as both 8 3/4" and 8" on A-3 and calculations are using 8 3/4 "? A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. C) Provide calculations for 2 x12 stringers for a almost 11 ft height. 36. Detail and reference any exterior and interior guards required per Section 1013: Shall have a height of 42" (may be 34" along the sides of stairs). CBC Section 1013. Plans are noting 36". Openings between railings shalt be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6 inches. Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. Carlsbad 10-0389 03/15,/10 Please review plate height from garage/storage floor to dwelling floor. It appears reflecting inadequate number of risers/threads for the 10 ft 101/2 height. Specify type of material at existing accessory units in common with proposed structure, dwelling exterior and interior finish and how the proposed structure will tie into existing accessory buildings. Minimum 3 ft wide door required for exit from a dwelling. Structurally the plans are incomplete and do not comply with conventional framing I.e. max plate height is limited to 10 ft and interior braced wall panels are required every 25 ft maximum . Structural will be rechecked when design calculations provided an engineer of record has reviewed plans and are stamped and signed reflecting that that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation. No interior footings shown at bearing wall (stairwell) as supporting floor joist. Specify size of 'the TJl's. Specify size of spread footings, conventional footings and slab. Plans to reflect steel, anchor bolts any holddowns etc. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. Please specify hot-dip galvanized or zinc coated anchor bolts in PT sill plates. Section 2304.9.5. Please specify galvanized nailing in the PT sill plates. Section 2304.9.5. Specify length of all shear panels at their respective locations and verify shear transfer details provided for each location. Provide current truss details and truss calculations for this project. Drag trusses if used are to reflect required axial loads. The plans are noting truss calculations to be by Escondido Truss in 2008. The current code requires calculations should use a roof live load of 20 psf and be designed got 85 mph Wind loads. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. Carlsbad 10-0389 03/15/10 Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing. Detail to include edge nailing of roof diaphragm to members below and shear transfer to the top/sill plate's etc Minimum 2 details may be required i.e. if and when shear walls are perpendicular to roof framing/trusses (blocking panels) and when shear walls are parallel to roof framing members. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. Plans are to specify shear, roof and floor diaphragm type, thickness and span rating. Specify size nail size and spacing If applies: Note on plans requirements for Special inspection: I) Strong Walls and /or Hardy Frames per their listing. Fastener spacing of the sheathing where 4" or less oc occurs. Epoxy anchors. Soils compliance. 55 A foundation/soils investigation is required for all projects in Seismic Design Categories D and per City policy listed below. Section 1802.2. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings. In Seismic Design Categories D the soils investigation must address liquefaction. Section 1802.2.7. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad 10-0389 03/15/10 Need to provide shear transfer details to include edge nailing of the roof diaphragm to full depth blocks at the plate lines and transfer from blocks to plates i.e. A-35's with spacing noted. Could not locate where type of deck material was noted. If spaced decking then note this and type i.e. redwood/trex etc and if solid material then note type of waterproofing and specify how obtaining the required minimum 1/4 inch per foot deck slope for drainage. If sleepers detail attachment to floor joist. TJI's cannot be expose to weather so plans to reflect how top and bottom chords are protected. TJI calculations to reflect 4 ft cantilever and additional support required where bear's on exterior wall. Plans are reflecting both scissor trusses and flat trusses. If using scissor trusses then exterior wall must be a scissor truss to prevent a hinge point where resisting out of plane wind loading for example. Show or note on plans that all rake walls are to be ballooned framed. Could not determine why floor plan is reflecting header sizes for the dwelling and should be on the roof plan instead. CITY of CARLSBAD REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Only if project is less than 500 sq. ft. in area and only one story, then a soils report is not required. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Details for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). Carlsbad 10-0389 03/15/10 72. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). . Far too many architectural and structural issues to comply this plan check. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes () No () 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 Ray Fuller at Esgil Corporation. Thank you. Carlsbad 10-0389 03/15/10 SPECIAL INSPECTION Development Services Building Division \/ CITY OF AGREEMENT i6 Faraday Avenue CARLsBAD B-45 76002-2719 www. carlsbadca, gov In accordance with Chapter 17 of-the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material test[ fig; Project/Permit: Project Address:________________________________________ THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER!AUTHORIZED.AGENT. PleasO check if you are Owner- Builder 0. (lf'you checked as owner-builder you mustalso complete Section B of this agreement.) Name: (Please prihfl Mailing Address' Emai Phon I am the: 0Propert' Owner OProperty.Ow.her's Agent of Record • 0Achitectof Record oEngineer of Record State of California Registration Number.: Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under The laws of the State of California, that I have read,, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, 8trutturai observations, construction materials testing and bff-sitefabrication of building components,, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signàt Date: CONTRACTORS.STATEMENTOF RESPONSIBILITY (07 CBC, Ch 17, SectiOn 1706). This section must be completed by the. conbctor / builder/ owner-builder. Contractors, Company N ame: .Plse'ied,if you are 0ner6ui!er 0 Name: (Please ptlrd) (MI) Mgt Mailing Addres Email: Phone: State of California Contraötors License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the, statement of special inspections noted on the approved plans: I acknowledge that control will be exercised to obtain conformance with the construction documents approved' by the 'building official: I' Will have in-place proced'ures'for exercising control' within our (the conb-actors) organization,, for the method and frequency of reporting and the distribUtion of the reports; and I' certify that I 'will have a qualified person within our (the contractors) organization to exercise such control. Signature: Date: Crlsbad 10-0389 03/15/10 (DO NOT PAY- THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad NP PLAN CHECK NO.: 10-0389 PREPARED BY: Ray Fuller DATE: 03/15/10 BUILDING ADDRESS: 2675 Wilson Street BUILDING OCCUPANCY: R3 U or S-2 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Dwelling p33'-2$€ 101.99 65,784 Storage -67 26.61 17,882 Deck 24 14.41 346 Air Conditioning Fire Sprinklers TOTAL VALUE 84,011 Jurisdiction Code ICb IBY Ordinance I Bldg. Permit Fee by Ordinance v Plan Check Fee by Ordinance I $577.68J Type of Review El Repetitive Fee Repeats El Complete Review El Other El Hourly EsGH Fee El Structural Only I $323.501 Comments: Sheet I of I macvalue.doc + of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: 3//g //O . PLANCHECK NO.: B C /0 - 399 BUILDING ADDRESS: PROJECT DESCRIPTION: 141 f 24&d a4 ç ASSESSOR'S PARCEL NUMBER: /.S'-JJo.../f ET. VALUE: ENGINEERING DEPARTMENT A//Il 7)-o'1 APPROVAL DENIAL The item you have submitted for review has been Please se.#tattached list of outstanding issues approved. The approval is based on plans, marked wh 0 jfvlake necessary corrections to plans information and/or specifications provided in your or specitins for compliance with applicable submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or this date, including field modifications, must be specifications to the Building Dept. for resubmittal to reviewed by this office to insure continued the Engineering Dept. Only the applicable sheets conformance with applicable codes. Please review have been . p&- carefully all comments attached, as failure to comply with instructions in this report can result in 7 suspension of permit to build. te: £?/f7/f'0 D A Right-of-Way permit is required prior to construction of the following improvements: By: 00—Date: ByJ21&CL Date: 3 ( / q / i / /7 By: Date: BUILDING PERT: By: / ' ~GINEERING UTHORIZATION TO ISSUE B MI FOR OFFICIAL USE ONLY Date: /// I ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON El Engineering Application Name: KATHLEEN M. LAWRENCE Dedication Checklist City of Carlsbad L Improvement Checklist Address: 11635 Faraday Avenue, Carlsbad, CA 92008 LI Neighborhood Improvement Agreement Phone: (760) 602-2741 Grading Submittal Checklist NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. LI — Right-of-Way Permit Application and Info Sheet LI Storm Water Applicability Checklist/Storm Water Compliance Exemption Form 1635 Faraday Avenue • Carlsbad, CA • (760) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN a fully dimensioned site plan drawn to scale. Show: Arrow —Fght-of-Way Width & Adj Streets V xisting &Proposed Structures Qr-1Jriveway widths xisting Street Improvements ..—H — Existing or proposed sewer lateral roperty Lines (show all dimensions) t. Existing or proposed water service E. Easements J. Existing or proposed irrigation service K. Submit on signed approved plans DWG No. 2. Show on site plan: A. Drainage Patterns Building pad 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." B. Existing & Proposed Slopes and Topography C. Size, type, 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. D. Sewer and water laterals should not be located within proposed driveways, per standards. 101 3. 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. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: V Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1ST 2ND 3RD LI LI LI 4a. Project does not comply with the following Engineering Conditions of approval for Project No.___________________________________________________ LI LI 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS J2r" LI LI 5. 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 $_17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, r f(Y easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows:_________________________________________ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report.. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time • construction whenever the value of the construction exceeds $_-82OOO , pursuant to Carlsbad Municipal Code Section 18.40.040. 01 .. Public improvements required as follows: (iflL/T?) &/illl 3 pet) G (f P BUILDING PLANCHECK CHECKLIST Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property tit1e-iepqrt. or current grant deed on the property and processing fee of we may prepare the necessary Neighborhood lmproejj,e,t eiiént. This agreement must be signed, notarized and approved by the prior to issuance of a Building permit. Future public improvements required as follows: Enclosed please find your Neighborhood Improvement Agreement. Pjgwe return agreement signed and notarized to the Engineering Neighborhood Improvement Agreement completed by: Date: El El El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. El El El 7a. 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 El El El 7b. Grading Permit required. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. El El El 7c. 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 per the attached list. The Inspector will then provide the Engineering Counter with a release for the Building Permit. El El El 7d. No Grading Permit required. 4 1.-li BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 1ST 2ND 3RD El El El 8. A 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: El El El 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. /STORM WATER COMPLIANCE Y' i0 ,Ieuires Tier 1 Storm Water Pollution Preventionn - Pleasecomplete attached form and return (PS SW EJ Exempt - Please complete attached exemption orm 7t7 /V P STORM WATER APPLICABILITY CHECKLIST 777 fr b 1 944 " lr4zLy El Ii. 0 Rguired fees are attached (7t,o) 7C// 2Drainage Fee Applicable Added Square Fee Added Square Footage in last vo years? yes - no Permit No. Permit No. Project Built after 1980 - yes - no Impervious surface> 50% - yes - no Impact unconstructed fac. yes - no ()Fire Sprinklers required - yes no (is addition over 150' from CL) Upgrade _yes_ no 0 ofe Nesrequired 5 lOb. 0 Priority Project 0 Not required FEES BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 1ST 2N0 3RD f11 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. E1 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than I 998)check the-recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the Planning Dept. Landscape Consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you. for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection [j 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. Ei 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: 7 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET I/ C14 Address: Bldg. Permit No. /0 - 3 9 Prepared by:. Date: 3///7o Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. / Types of Use: ._..2. ' Sq. Ft./Units: EDU's: Types of Use: Sq. Ft/Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. XX ( ((9O Types of Use: Sq. Ft./Units: ADTs: - Types of Use: Sq. Ft./Units: AD1's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)D NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: • =$__________ Reso No. Line Item: 0 2. TRAFFIC IMPACT FEE • (2 ?- ADT's/UNITS: / XC~ DT: 0 3. BRIDGE AND THOROUGHFARE FEE (01ST. #1 DIST. #2 DIST.#3 ADT's/UNITS: X FEE/ADT:________ 0 4. FACILITIES MANAGEMENT FEE ZONE:________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT:_______ O 5. SEWER FEE EDU's: X U: BENEFIT AREA: EDU's: X FEE/EDU: =$___________ 6. DRAINAGE FEES PLDA : HIGH MEDIUM LOW_______ ACRES: • X FEE/AC: 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION TOTAL OF ABOVE FEES*: $____________________ Word\DocsMIsformMFee Calculation Worksheet Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB100389 Address 2675 WILSON ST Planner GINA RUJZ Phone (760) 602- 4675 APN: 156-130-18-00 Type of Project & Use: 2ND DWELLING UNIT Net Project Density: DU/AC (0 (0 (0 a Zoning: General Plan: RLM Facilities Management Zone: 1 H CFD (in/out) #_Date of participation:_____ Remaining net dev acres:_____ (For non-residential development: Type of land used created by this permit: Circle One Legend: Z Item Complete LI Item Incomplete - Needs your action LI LI Environmental Review Required: YES LI NO Z TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI Discretionary Action Required: YES LI NO Z TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES LI NO CA Coastal Commission Authority? YES D NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): ' LI LI Habitat Management Plan Data Entry Completed? YES LI NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) LI LI Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) 'Housing Tracking Form (form P-20) completed: YES LI NO Z N/A LI H:'ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 SEE ADDITIONAL COMMENTS BELOW Policy 44— Neighborhood Architectural Design Guidelines =EE Ll••l•I iui Applicability: YES LI NO Project complies: YES LI NOD Zoning: SEE ACCESSORY STRUCTURE SETBACKS BELOW 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: 0 106 ~Em Front: Interior Side: Street Side: Rear: Structure separation: Lot Coverage: Height: Required 20' Shown 42.4' to residence Required Shown Required Shown Required Shown Required 10 Shown Required 40 % MAX. Shown Required 30' MAX Shown LI LI 5. Parking: Spaces Required 20'X20' GARAGE Shown 2 garages (breakdown by uses for commercial and industrial projects required) esidential Guest Spaces Required . Shown ( LI4/ J Additional Comments #i. Per Section 21.10.030 (E) (1) two story accessory structures are not permitted and only a second dwelling unit can be constructed above a detached GARAGE. As shown on the plans, the second dwelling unit is constructed above an area labeled "storage area", therefore is not permitted. If the storage area is a garage, please revise all references of "storage" to "garage" on all the plans, showing where the garage doors are located, and continue to #2 below. 92. Show the lot width at the front yard 20' setback. #3. Please revise the site plan to accurately show which structures are existing and what is being proposed. #4. Please revise the project information to show the correct Zoning (R 1), existing land use (RLM). proposed lot use (RLM). lot coverage (adding all structures), setback information (applicable to R 1). remove "proposed bldg PLANCHECK #4: #1. PLEASE FILL IN THE INFORMATION ON THE ATTACHED 11P-20 HOUSING DEVELOPMENT TRACKING FORM". I HAVE LABELED THE AREAS FOR YOU TO FILL IN WITH AN ASTERISK BESIDE THEM. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE.1/2"'//J H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 CITY OF CAR LSBAD HOUSING DEVELOPMENT TRACKING P-20 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov The following information is required by to the State of California to track new housing development for all income levels. Please complete this form to the best of your knowledge and submit prior to building permit issuance. Project Name: 9OLt.R3 24- T Tract/Permit No.: 2J Project Address: 24a1s' WiV4 - APN: SAP -.3- 01) Structure Description: E Single-Family E' 2nd Dwelling Unit O Single-Family + 2DU 0 Mobile Home (new spaces added) O Two -Four Unit 0 Remodel/Reconstruction (new dwelling units added) O 5 + Unit Structure 0 Commercial/Residential (mixed-use) Project's planned initial occupancy is for: - Rental occupant 0 Owner occupant Do you intend to use this property as your personal residence? 0 Yes No If yes, please provide the estimated market value: Will an affordable housing deed restriction be recorded on the property? 0 Yes EJ No Which units in the project will be deed restricted? Please indicate the number of units for each bedroom type that will be provided and a price range. Individual responses will not be shared with outside parties. Number of units for sale Bedrooms per unit Price range (low and high) Studios $ 1 b $ 2 b $ 3 b $ 4+bd Number of units for rent Bedrooms per unit Rent range (low and high) Studios $ - ((,cSO lbd $ 2 b $ 3 b $ 4+bd $ OWNER(S): 44i POL4k'' DEVELOPER(S): (Last, First, Middle Initial or.Firm Name) ADDRESS: L'SVJ ADDRESS: CITY, STATE, ZIP: OL''1M196- 6120 CITY, STATE, ZIP: TELEPHONE: lloO 11 - TELEPHONE: SIGNATURE: iivk vf k3 &wf (Last, First, Middle Initial or Firm Name) DATE: P-20 Page 1 of 1 Revised 10/10 CITY OF CARLSBAD - AFFIDAVIT OF COMPLIANCE FOR A SECOND DWELLING UNIT Instructions to Property Owner (Affiant): Please type or print complete and accurate answers in all blank spaces in Section I. Please read carefully, particularly Section II. Please read, sign and date Section III indicating that you understand and agree with the conditions of compliance. SECTION I - INFORMATION Property owner(s): C)Or'(Ltt\ Dh I kLl-s Name(s) Property Address: -'(D 5 Lt ($OYI +i'Lt Street Addres City State State Zip Code Assessor Parcel No. / 5 /30 /8 OO Subdivision: 1LLSo ,&*tteJtSkr L' 61.3 3 c+ )_.et bi IL)j or Name Lot/Block Parcel No. Project Number: C, 19 / V 0 3 ' SECTION II- CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as an existing owner-occupied single-family detached dwelling unit and is: Suitable for use as a complete living facility with provisions within the facility for cooking, eating, sanitation and sleeping; Occupied by one or more persons; and C. Subordinate to the main dwelling unit. The Property Owner(s) listed above hereby certifies that he/she owns the above referenced property, as of the date of this affidavit, and to his/her belief and knowledge, there are no conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment. The Property Owner(s) agrees to the following terms and conditions: FRM0006 6/03 PAGE 1 OF 2 The property and residence referenced above must not contain a second residential dwelling unit unless it is in compliance with the second dwelling unit provisions of the Zoning Ordinance of the City of Carlsbad. The Property Owner(s) shall reside in either the main dwelling unit or second dwelling unit described above, now, and for the life Of this agreement, unless a lessee leases both the main dwelling unit and the second dwelling unit. The Second Dwelling Unit may only be rented and shall not be sold separately from the main dwelling unit, unless the lot on which such units are located is subdivided. d. The Property Owner(s) agree to rent the Second Dwelling Unit at a monthly rental rate which shall not exceed an amount equal to 30% of the gross monthly income of a low- income household, adjusted for household size, at 80% of the San Diego County median income. A copy of this agreement and Affidavit must be given by the Property Owner(s) to prospective purchasers of the property prior to entering into a sales contract for said property. SECTION III - AFFIRMATION AND AGREEMENT I HEREBY DECLARE AND AFFIRM, under penalty of perjury, that all matters and facts set forth in this agreement are true and correct to the best of my knowledge, information and belief, and that I (we) understand, accept and will abide by the regulations, requirements, and standards governing the Second Dwelling Unit. BY: C)44AAJ Property Owner 5/ i/io Date Property Owner Date Owner's Telephone Number(s): (4t) -7.9-2- 931 1(160)5- Home Office FRM0006 6/03 PAGE 2 OF 2 Carlsbad Fire Department Plan Review Requirements Category RESDNTL , 2DU Date of Report: 07-28-2011 Reviewed by: Name: DOLKAS SARAH Address: 2675 WILSON ST CARLSBAD CA 92008 Permit #: CB100389 Job Name: DOLKAS: DETACHED STRUCTURE W/ Job Address: 2675 WILSON ST CBAD CnnhlitinnQ! Cond: C0N0004500 [NOT MET] Provide an automatic fire sprinkler system. Said system shall be installed as set forth in the California Building Code and the Carlsbad Municipal Code. Residential sprinkler systems designed in accordance with NFPA standards 13D shall not be used as the basis for increases to the basic allowable floor area or exemption from any other California Building Code requirement as NFPA 13D does not require sprinklers in all areas of the building. Entry: 03/18/2011 By: GR Action: CO Cond: CON0004501 [NOT MET] Provide smoke and CO detection. Entry: 03/18/2011 By: GR Action: CO Cond: C0N0004786 [MET] CITY OF CARLSBAD FIRE DEPARTMENTLAP-'PROVED:i? THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, 'NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. J'LDING DEFr. Carlsbad Fire Department copy Plan Review Requirements Category: RESDNTL, 2DU Date of Report: 03-18-2011 Reviewed by: Name: Address: Permit#: CB100389 DOLKAS SARAH 2675 WILSON ST CARLSBAD CA 92008 Job Name: DOLKAS: DETACHED STRUCTURE WI Job Address: 2675 WILSON ST CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded', to this office for review and approval. Conditions: Cond: C0N0004500 [NOT MET] Provide an automatic fire sprinkler system. Said system shall be installed as set forth in the California Building Code and the Carlsbad Municipal Code. Residential sprinkler systems designed in accordance with NFPA standards 13D shall not be used as the basis for increases to the basic allowable floor area or exemption from any other California Building Code requirement as NFPA 13D does not require sprinklers in all areas of the building. Cond: CON0004501 [NOT MET] Provide smoke and CO detection. Entry: 03/18/2011 By: GR Action: CO 0 U N N S AVO I E INC. UII STRUCTURAL ENGINEERS OCEANSIDE, GA 215 70.6.E55 PH. 760.966.696D FX. DnJRFDrI.r,C'I [MAIL STRUCTURAL Plan Check Response FOR Dolkas 2nd Dwelling Unit 2675 Wilson St. Carlsbad, CA 92008 (DSI PROJECT NO. 11-102.00) (OWNER: Sarah Osborne) JUNE 29 2011 ITEM----Response---------------------------------------------------------------------------------- 36 Pis see det 7/S3 and calcs on pps 30-31 41 Pis see caic on p29 43-44 Pis see foundation plan B/S3 with foundation notes 45 & 46 Pis see Wood/Lumber notes 3 & 20 on sht Si 47 Pis see roof and floor framing plans on sht 54 and the details referenced at shear walls 54 Pis see Special Inspection notes on sht Si 55-59 Pis see Soils Report dated May13, 2009 as referenced on Design Criteria on Sht Si (owner to provide copy) 63 Pis see detail 3/S3 which complies with manufacturer sistering details 64 Pis see gable end braces at det 5/S3, which is referenced at gable ends on roof framing plan C/S4 c 0 O DUNN SAVDIE INC. I STRUCTURAL ENGINEERS 906 S. CLEVELAND ST. OCEANSIDE, CA 92054 760.966.6355 PH. 760.966.6350 FX, DSI@SURFDSI.COM EMAIL STRUCTURAL CALCULATIONS I I FOR I Dolkas 2nd Dwelling Unit 2675 Wilson St. I Carlsbad, CA 92008 (DSI PROJECT NO. 11-102.00) I (OWNER: Sarah Osborne) FEBRUARY 8, 2011 TABLE OF CONTENTS ITEM PAGE DESIGN CRITERIA 1 DESIGN LOADS 2 FRAMING KEY PLANS 3,4 VERTICAL ANALYSIS 5-8 FOUNDATION DESIGN 9,10 LATERAL ANALYSIS 11-15 SHEAR WALL DESIGNS 16-27 DRAG FORCE ANALYSIS 28 CONCRETE SLAB ANALYSIS 29 BALLUSTER CONNECTION ANALYSIS 30,31 c4 iL9O3J Dunn Savoie Inc. JOB Dolkas Residence Structural Engineers SHEET NO. OF 908 S. Cleveland St. Oceanside, CA 92054 CALCULATED BY SRG DATE 1/11 Tel: (760) 966-6355 CHECKED BY DATE Fax: (760) 966-6360 SCALE DESIGN CRITERIA CODE: 1 2006 International Building Code (IBC) 2007 California Building Code (CBC) I SEISMIC: Building Occupancy Category II Seismic Design Category: D • 'E = 1.00 I Fa= 1.000 Fv= 1.523 1 SDS = 0.843 • SD1 = 0.484 T= 0.182 sec .' R= 6.5 3.0 Cd= 4.0 Seismic Base Shear: V = 1.OE = 0.130 *W *W . (Strength Design) V = 0.7E = 0.091 (ASD) Vw/ p=1.3= 0.118 *W ASD Seismic Design Force .I WIND: Basic Wind Speed = 85 MPH (3-sec Gust) Exposure = B I WOOD: 2005 NDS 2x & 3x Douglas Fir-Larch No. 2 I >3x Douglas Fir-Larch No. 1 CRITERIA I FOUNDATION ALLOWABLE SOIL PRESSURE FOR D+L I I I I I 1500 PSF Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE DESIGN LOADS I 3:12 x slope ROOF factor 1.031 4.1 2.1 2.2 reducible FLOOR DECK Dead Load 11.0 WALLS Design Loads DEAD LOADS (psf) I Comp. Tile w/ Re-Roof 4.0 5/8" Plywd. Sheathing 2.0 Trusses @ 24" o.c. 2.1 5/8" Gyp. Ceiling 2.8 Batt Insul.(0.2xThick.) 0.8 ME&P 1.0 Miscellaneous 2.0 Dead Load 15.0 Live Load 20.0 DEAD LOADS _____ (psf) Carpet & Pad 1.0 3/4 Plywd. Sheathing 2.5 TJI/210 @ 24" o.c. 1.3 5/8" Gyp. Ceiling 2.8 ME&P 1.0 Miscellaneous 2.4 Live Load 40.0 DEAD LOADS ____ (psf) Waterproofing Membrane 2.0 3/4" Plywood 2.5 2x10 @24" o.c. 1.9 T-111 Soffit 1.8 ME&P 1.0 Miscellaneous 1.8 Dead Load 11.0 reducible Live Loadi Oft. DEAD LOADS Partition Exterior Interior (psf) (psf) Stucco T1 -11 Siding 1.8 5/8" Gyp 2.8 1/2" Gyp 4.4 3/8" Plywood 2x4 @ 16"o.c. 1.1 1.1 2x6 © 16"o.c. Bàtt Insulation (0.2xThickness) 0.8 Miscellaneous 1.5 1.5 Dead Loads1 7.0 8.0 j (L IWO Ui ui W. 0u = In ER u z Ca -I IL ii1iu o :j• • IL t Ca i ro, - 2 c Ca Ca -' 0 0 tu 0 UJCaU }—z • fv Et K) LU LL tu lu LL LL :cCc 'FL 4 C I- / IL (3S IrU W-d cl 0 / \ / / I I iaAQ I . dN 9Xj • I.- FLOOR 4 ALCON EATHING: - 3/4 T4G APA RATED SHEATHNG IPENT. INDEX 45i24 N/ I0d 6 b O.C. 13N., O.C. E.N., 12 O.C. P.N., UNL-OCKED L-j 'I —L1' 2x4 STUDS 6 Iro O.C., TYP EA ATTACH TJI 210 NI IU$2.0/ f-IGR. TYF. Ak K I CIA i[A LL C14 ' r STAIR OPENING x (Ii NET) 4 N 2 (3) 2x12 STRINGERS NI (14) 2x12 STEPS 2xl0 CANT SISTER (5.2 NET DEPTH) ATTACI-I TJI 210 N/-f IU52.0'/ I-1GR i EA END 2nd FLOOR FRAMINC* OVER IT 2x4 STUDS e V° O.C., fl-F 7R TYF. NNPON OR POOR HEADER 'EMLY. SPLICE SHALL 5E (12) Irod EA. END AT EXT. - 4 TOP PLATE PENETRATIONS PER PET 10 52 U.O.N. ATHING NAILS OR OTHER APPROVED SHEATHING IALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS SURFACE OF THE SHEATHING. SCALE: I/41-0 SHEAR NALL LEGENID MIN. LENGTH HEN PLThIP. SHEAR BELOW, TOP M TO SILL e PER N. INDICATES PLThD AV 4 8LN P 110W NI STRAPS PER PET 52 END POST 4 FLR TO FLR HOLPO*4 STRAP PER PET fl AIkI/. P CJ I.A= LIAI I KEYNOTE . . HT530 TWIST STRAP K/ (10) I0d EA END I OMFLUSH6t-1TOTOPE . ILEGENID T P-FARICATE HOOD ROOF TRJSS 24 O.C., T'r TJI TRJS JOIST 1NTE4ATIONAL r1 - I 11 1•l I I,sI? /l 4O t.41k1 1t Me I Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE VERTICAL ANALYSIS I Level: Roof Members: Mark: H—I Span = ft Uniform Load T.•A.=- ft2 L.L.='' psf W1 =()(i/) = 24' pif W2 = plf = lbs = lbs RLeft= lbs R Right= = lbs V allow= lbs > V max = lbs M allow= -) lb*ft > M max = lb*ft Aaow in > TL = in Use: CD= I, Grade: 1-i---2-- Mark: -f---2- Span = (101 ft 0 Uniform Load T.A.= — ft2 L.L.=' psf w1= = Of w2= = plf = lbs lbs R Left= = -'#> lbs R Right= = lbs V allow j2 lbs > V max = lbs M allow lb*ft > M max = lb*ft Aaow , fl > A TL = LIM in Use: CD= Grade: j-2 — Mark: __ Span = ft w1= W2= = P1= RLeft= R Right= V allow lbs > V max M allow lb*ft > M max = Aaow in > A TL C0= []Uniform Load T.A.= ft2 L.L.= psf plf plf lbs lbs lbs lbs lbs lb*ft in Use: Grade: Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence CHECKED BY - - DATE SCALE SHEET NO. (p OF CALCULATED BY SRG - DATE 1/11 Level: Floor Members: - Mark: Span = k- ft Jj Uniform Load T.A.=—. ft2 L. L. psf W1 =(ii-iXA = z- plf w2= = plf = lbs = lbs RLeft= = -714 lbs R Right= = -114- lbs V allow lbs > V max = -11* lbs M allow lb*ft > M max = lb*ft Aallow= in > A TL = in Use: "" . 4'/4 CD=I Grade: Use: Grade: Mark: Span = ft []Uniform Load TA. L.L.= psf w1= = pif W2 = pif = lbs = lbs R Left= =_________ lbs R Right= =_________ lbs V allow lbs > V max = lbs M allow lb-ft > M max = lb*ft Aa0w in > A TL = in Use: 00= Grade: Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence CHECKED BY DATE SCALE I SHEET NO. OF CALCULATED BY SRG DATE 1/11 Level: Floor Members: Mark: Span = ft [:]Uniform Load T.A.= ft2 L.L.= psf w1= = plf W2 = plf = lbs = lbs R Left= =__________ lbs R Right= =_________ lbs V allow= lbs > V max = lbs M allow= lb-ft > M max lb*ft L\aiiow > ___ in /\ TL = in Use: CD= Grade: Mark: Span = ft [:]Uniform Load T.A.= ft2 LL.= psf Wj= plf w2= = plf = lbs = lbs R Left= = lbs R Right= =_________ lbs V allow lbs > V max = lbs M allow lb*ft > M max = lb*ft /\allow - in > L\ TL = in Use: CD=________ Grade: Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 oo Dolkas Residence SHEET NO. lb OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Level: Floor Members: Mark: Span = ft 0 Uniform Load T.A. ft2 L. L.= psf w1= = pif W2= . = plf Pj== lbs lbs R Left= =_________ lbs R Right= =_________ lbs V allow lbs > V max = lbs M allow lb*ft > M max = lb*ft allow in > /\ TL = in Use: CD=________ Grade: Mark: Span = ft []Uniform Load T.A.= ft2 L.L.= psf w1= = plf w2= = plf Pj== lbs = lbs R Left= = lbs R Right= =_________ lbs V allow lbs > V max = lbs M allow-- lb*ft > M max = lb*ft L\aiiow in > A TL = in Use: CD= . Grade: Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE IFOUNDATION DESIGN I Allowable Bearing Pressure: q =_l' psf D per soils report - • t) /,411_- ('a. .r Continous Footings: assumed &.)o/cf tA.AJUl Location: W1=(J (lJ4 1 = -- pif Width Req'd = (wl/q) x 12 = = Ll Use: It "Wide x l' "Deep with - # 'j' Top & Bottom Location: wl= = plf Width Req'd = (wl/q) x 12 Use: ' Wide x "Deep with # Top & Bottom Location: wl= = plf Width Req'd = (wl/q) x 12 = = Use: "Wide x "Deep with # Top & Bottom Pad Footings: Mark: -1 = lbs Area Req'd = (P/q) x 144 = = i n 2 Use: %' "Square x ' "Deep with 4- # ' Ea. Way (3" Clear from Soil) Mark: = lbs Area Req'd = (P/q) x 144 = in2 Use: Square x "Deep with # Ea. Way (3" Clear from Soil) Mark: = lbs Area Req'd = (P/q) x 144 = = in Use: "Square x "Deep with # Ea. Way (3" Clear from Soil) Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET N0 (9 OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE I I I I I I I I I I I I I I I 1 I I I Icontinous Footing Axial Allowable I Continous Footing slab & sand ftg. depth X = I2 4-- L L= 2x+3.5" = Area = It: "x Ftg. Width L = in /144 ft2 Allowable Axial Load = _4' psf x —j ft2 lbs Allow Soil Area Bearing LHi Dunn Savoie Inc. joe Dolkas Residence Structural Engineers SHEET NO. OF 908 S. Cleveland St. CALCULATED BY SRG DATE 1/11 Oceanside, CA 92054 Tel: (760) 966-6355 CHECKED BY DATE Fax: (760) 966-6360 SCALE IS,, 1 building consists mainly of wood shear panels and hardy panel for shear resistence, refore, per 2006 IBC, for the entire structure, R= 6.5 00= 3.0 Cd = 4.0 Per IBC2006 (1613), ASCE 7-05 Chapter 11, 12, 13 Seismic Design Criteria Soil Site Class D Table 20-3-1, Default = D Method 1 Input Project Zip Code 92008 Response Spectral Ace. (0.2 sec) S5 = 125%g = 1.251 g Figure 22-1 through 22-14 Response Spectral Ace.( 1.0 sec) S1 = 47%g = 0.472 g Figure 22-1 through 22-14 Site Coefficient Fa = 1.000 Table 11.4-1 Site Coefficient F = 1.528 Table 11.4-2 Max Considered Earthquake Ace. 5MS Fa.Ss = 1.251 g (11.4-1) Max Considered Earthquake Ace. 5M1 = F5.51 = 0.721 g (11.4-2) @ 5% Damped Design SDS = 2/3(SMs) = 0.834 g (11.4-3) 5D1 = 2/3(SM,) = 0.481 g (11.4-4) Method 2 Input the coordinate of project Latitude 33°10'17.03"N (24° to 50°) Longitude 117°20'19. 12W (-125° to -65°) From the Ground Motion Parameter Calculator by USGS SMS= 1.264 g The seismic design parameters are SM1= 0.727 g Ss = 1.264 g Fa = 1.0 SDS= 0.843 g S1= 0.477 g Fv= 1.523 SDI= 0.484 g Use the seismic parameters from Method 2 to supercede those from Method 1. Seiemic Design Category (SDC) Determination Building Occupancy Categories II Table 1-1 Seismic Design Category for 0.1 sec D Table 11.6-1 Seismic Design Category for 1 .0sec D Table 11.6-2 Si = 0.477 <0.75g Section 11.6 NOT Apply! Therefore. SDC = D Equivalent lateral force procedure Section 12.8 To Determine Period Ct = 0.02 x = 0.75 Table12.8-2 Building ht. Hn= 19 ft C= 1.4 for SD,of 0.484g Table12.8-1 Approx Fundamental period, Ta = C(h5)5 = 0.182 TL = 8 Sec Figure 22-15 Calculated T shall not exceed :5 Cu.Ta = 0.255 Use T = 0.182 sec. Per Section 11.6 T:5 0.8Ts = 0.8 5D1'505 = 0.459 sec. OK! Is Structure Regular &:5 5 stories? Yes Section 12.8.1.3 Response Spectral Ace.( 0.2 sec) Ss = 1.50g -_ Fa = 1.00 @5% Damped Design SDS = %(Fa.Ss) = 0.0109 (11.4-3) Response Modification Coef. R = 6.5 Table-12.2-1 Over Strength Factor 0,, = 3 Importance factor I = 1.00 Table 11.5-1 Seismic Base Shear V = C W C = SDS =0 130 (12.8-2) R/l or need not to exceed, C = 5D1 = 0.409 For T 5 TL (12.8-3) (R/1).T orC5= SD1TL N/A For T> TL (12.8-4) T2(R/l) C5 shall not be less than = 0.01 (12.8-5) Min C = 0.5S,I/R = 0.037 For S, 2: 0.6g (12.8-6) Use C,,= 0.130 Design Base Shear V = 0.130W x 0.7 (ASD)x 1.3 (r) = 0.118 W I.DS1 Structural Engineers Dunn Savoie Inc. Joe Dolkas Residence 908 S. Cleveland St. SHEET NO. )j. OF Oceanside, CA 92054 Tel: (760) 966-6355 CALCULATED BY SRG DATE Fax: (760) 966-6360 CHECKED BY DATE SCALE ASCE 7-05 Wind Lateral Design Analysis For Rigid Structures With Gable/Hip Roofs qhG _ 1ttttttttttflc'p 4 MS/1 q GCp WIND q GC. Z cp PLAN ELEVATION GABLE, HIP ROOF Directionally Independent: Design Parameters: Building Category = II Max Roof Height 20.75 ft Mean Roof Height, hr 19.9 Importance Factor, I = 1.00 Roof Slope 3 /12 Top of Wall Height 19.0 Basic Wind Speed (3-sec, mph), V = 85 Max Horizontal Dimension 48 ft Roof Slope, 8= 14.0 Exposure Category = B Min Horizontal Dimension 14 ft Directionality Factor, K. = 0.85 Gable Spans Min Horiz Dimension yes (Yes or No) o 1 Velocity Pressure Exposure Coefficient: a = 7.0 z9 = 1200 ft Structure Height (II) 1 15.0 19.9 19.9 19.9 19.9 19.9 19.9 K5 = 2.01 *(z/;) = 0.57 0.62 0.62 0.62 0.62 0.62 0.62 Topographic Factor: 2-D Ridge l X I 2-D Escarp i I 3-D Hull ("X" One Box) Elevation Change, H = 10 ft <60ft Topographic Factor NOT Required Crest to Mid-Height, Lh = 1 ft Dist from Crest, x = 0 ft Downwind of Crest? I No (Yes or No) H/L= 0.50 MAX K1 = 0.65. Y = 3.0 K2 = 1 - (jxl/pL5) = 1.00 1= 1.5 I I I Structure Height (ft) 15.0 K3 = = 0.11 Ka=(1+Ki K2K3)2= 1 1.00 19.9 19.9 19.9 19.9 19.9 19.9 0.05 0.05 0.05 0.05 0.05 . 0.05 1.00 1.00 1.00 1.00 1.00 1.00 q h GC q h GC U I I I I I I I 1 I I U I I I I I I I J Structural Engineers Dunn Savoie Inc. 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 joe Dolkas Residence SHEET NO. -, OF CALCULATED BY SRG DATE CHECKED BY DATE SCALE Velocity Pressure: Structure Height (ft) 15.0 19.9 19.9 19.9 19.9 19.9 19.9 qz = 0.00256 KZKZtKdV2l Co = 9.04 9.79 9.79 9.79 9.79 9.79 9.79 psf Directionally Dependent: Gust Effect Factor: G5 = 0.850 GL = 0.850 External Pressure Coefficients: Short Direction: Windward Windward Leeward Long Direction: Windward Windward Leeward Roof, Cp = n/a n/a n/a Roof, Cp = -0.668 -0.128 -0.486 Walls, Cp = 0.8 -0.50 Walls, Cp = 0.8 -0.23 Design Wind Pressures: Short Direction: Windward Leeward Pwniis = qh Gs Cp = See Below -4.16 psf Structure Height (ft) 15.0 19.9 19.9 19.9 19.9 19.9 19.9 Pwaus = qz G5 C, = 6.14 6.66 6.66 6.66 6.66 6.66 6.66 psf ptotal = qz Gs C -qhGS CP= 10.31 10.82 10.82 10.82 10.82 Windward(+)I Leeward Max Horiz Veil Loads qhGSCP psf psf min psf I max p Sloped Roof Loads n/a n/a n/a n/a n/a Long Direction: Windward Leeward Pwas = qh GL CF = See Below -1.90 psf Structure Height (ft) 15.0 19.9 19.9 19.9 19.9 p00=q5GC= 6.14 6.66 . 6.66 6.66 6.66 6.66 6.66 psf Ptotai = qz G C -q G5 C= 8.05 8.56 8.56 8.56 8.56 8.56 8.56 psf Windward(+)I Leeward I Max Honz I Veil Loads qhGSCP psf psf j min psf I max psf Sloped Roof Loads I -1.07 -4.04 2.98 1 -5.56 -1.07 Building Elements: (+) GCp (-) GCp (+/-)GCpi Force at Highest Elev Walls Main-(4): p= qh((GC)-(Gc)] EQ 6-22 0.93 -1.1 0.18 14.09 psf Walls Corners-(5): p= qh[(GC)-(Gc l)] EQ 6-22 0.93 -1.3 0.18 16.29 psf Main Roof Uplift-(1): p= qh[(GC)-(Gc 1)] EQ 6-22 0.93 -0.8 0.18 12.22 psf Roof uplift at Ends and Peaks-(2): p= qh((GC)-(Gc I)] EQ 6-22 0.93 -1.0 0.18 12.99 psf Roof Uplift at Corners-(3): p= qj(GC)-(Gc)] EQ 6-22 0.93 -1.0 0.18 12.99 psf 10.82 10.82 psf 19.9 19.9 Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. 1k OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE ILATERAL ANALYSIS ------I Roof: Area of Roof = ftj4') = .—t., ft2 Total Weight of Roof = = lbs Interior Wall Weight = 'r/ = - lbs Exterior Wall Weight = . = lbs Total Roof Diaphragm Weight = 42 lbs Floor: Area of Floor = ft2 Total Weight of Floor = llE -1 = lbs Interior Wall Weight = -- = _________ lbs Exterior Wall Weight = jl -1 g, = lbs Total Floor Diaphragm Weight = lbs Total Roof + Total Floor Diaphragm Weight = W = lbs Seismic Design: Design Base Shear: (Taken from previous page) V = W Therefore V = ,, W = lbs Load Distribution: Level w h (w)(h) F Roof 141frib k (' ft z.2- k*ft zz4' k (all directions) Floor k 1/ ft k*ft l4-(' k (all directions) Total: /27-1I k 4(Zk*ft c'' k Governing Lateral Forces I J08 Dolkas Residence SHEET NO. (' OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 I. I I I I I I I I I I I I I I I I I I JWIND ANALYSIS I Exposure: ' Basic Wind Speed = mph 1= c' P1 psf at 0-15 = psf at 15-20 P3 = - psf at 20-25 P4 = - psf at 25-30 P5 = - psf at 30-40' . e -rw lH -1-b P24) (N-S) direction: lbs lbs (E-W) direction: 3i lbs lbs Floor Level: (N-S) direction: VZ4(o lbs lbs (E-W) direction: l?ie.' lbs l -t lbs Total Base Shear: (N-S) direction: 1 c tg& lb 'g lbs (E-W) direction: -2-i lbs(' 1 g' lbs I, .-4-4i17 governs '4+-il- governs Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF - CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Shear Wall Design Wind Governed Design Level: Direction: Shear Wall Designs based on: fl 3/8 Struct. I P.W. 1/2" Struct. I P.W. VN Lateral Force / Overall Floor Length = v = ' Of (.6 -.14SDs)='j. Use: per Holdown Anchor Schedule D Holdowns Not Required Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY DATE Jan-11 CHECKED BY DATE SCALE terToratec1 shear Wall with an Opening PER SEAOC SEISMIC DESIGN MANUAL Vol. II Grid Line: A DESIGN SUMMARY INPUT DATA CHECK SHORT PIERS DIMENSION RATIO LATERAL SHEAR STRESS AT SHORT PIERS, V = 128 plf H/L = 1.0 < 2 OK! PANEL GRADE (0 or 1) = I <= Sheathing and Single-Floor USE SHEAR WALL OF 3/8 in. THICK NOMINAL PANEL THICKNESS = 3/8 in THE HOLD-DOWN FORCES: TL = 0.80 k TOTAL LATERAL SHEAR FORCE, V = 1.408 K TR = 0.80 k USE PHD2 SIMPSON HOLD-DOWN (1-12) THE MAX STRAP FORCE: F = 0.35 k USE SIMPSON CSI6 AS HORIZONTAL STRAP - v If) 1.15 THE SHEAR WALL DEFLECTION: STRAP ' - 0.41 in = H / 235 3 L= 14 ft, H= 8 ft EQ. SHEAR STRESS at DIAPHRAGM: Vdjs = 101 plf, ± OVERTURNING MOMENT MOT = 11264 ft-lbs 3.85 LEFT UPLIFT: TL= 805 lbs PHD2 I I I L RIGHT UPLIFT: TR= 805 lbs Li L2 L3 WORST CASE SHEAR FORCE 3 3 8 vm , = 232 plf, ANALYSIS THE FORCES OF FREE-BODY INDIVIDUAL PANELS OF WALL ARE GIVEN BY FOLLOWING FIGURES AND TABLES AS Li L2/2 1.2/2 L3 PANEL W(ft) 1' Fl F2 _t 1 F2 F3 - i 3.00 2 1.50 3 1.50 1 F4 jmF4 3 j 4 8.00 F5 , F6 F7 F8 5 3.00 F9 Fin 111 F12 6 8.00 F5 - Li1, , F6 7 3.00 8 8.00 5 __ 9 3.00 10 1.50 F5 11 1.50 F8 F13 F14 12 8.00 L11L21L3 F5 /2 NO. lbs Fl 105 F2 348 L IR F8 F3 608 - F5 F15 F16 F17 F18 F4 267 F5 453 - F19 F20 F8 - F6 348 -> F7 348 F8 955 9F21 1 121 F21 12 F9 40 F10 226 F22 - F23 - F23 F ______ 24 Fli 179 TL FREE-BODY INDIVIDUAL PANELS OF WALL T F12 87 H (ft) V max (plo 1.15 35 1.15 232 1.15 232 1.15 76 1.50 151 1.50 119 1.50 151 1.50 119 3.85 81 3.85 140 3.85 140 3.85 93 NO. lbs F13 267 F14 267 F15 493 F16 226 F17 179 Fl8 446 F19 210 F20 210 F21 538 F22 243 F23 210 F24 746 IE1ti1E1i1 Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY DATE Jan-11 CHECKED BY DATE SCALE MAXIMUM SHEAR WALL DEFLECTION: 8vbh3 C1 + +O.75hen+_ A = A Bending + A Shear + ANal! s!o + ACho,ri splice s14, = EALW Gr Where: Vb = 232 plf L = 11 ft A= 16.50 in4 h = 8 ft = 0.278 in en = 0.037 in = 0.408 in E = 1.7E+06 psi G = 9.OE+04 psi d8 = 0.15 in D1 Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY DATE Jan-il CHECKED BY - DATE SCALE i-'enoratea bnear wan with an opening PER SEAOC SEISMIC DESIGN MANUAL Vol. 11 Grid Line: E DESIGN SUMMARY INPUT DATA CHECK SHORT PIERS DIMENSION RATIO LATERAL SHEAR STRESS AT SHORT PIERS, V = 141 pIt H/ L = 0.6 < 2 OK! PANEL GRADE (0 or 1) = 1 <= Sheathing and Single-Floor SHEAR WALL OF 3/8 in. THICK NOMINAL PANEL THICKNESS . = 3/8 in THE HOLD-DOWN FORCES: TL = 0.87 k TOTAL LATERAL SHEAR FORCE, V = 1.410 K TR = 0.87 k USE PHD2 SIMPSON HOLD-DOWN (H2) THE MAX STRAP FORCE: F = 0.37 k USE SIMPSON CSI6 AS HORIZONTAL STRAP If 1.16 THE SHEAR WALL DEFLECTION: STRAP ______ - = 0.43 in = H / 226 3 L= 13 ft H= 8 ft EQ. SHEAR STRESS at DIAPHRAGM: Vdja = 108 pIt, OVERTURNING MOMENT MOT 11280 ft-lbs _] 3.84 LEFT UPLIFT: TL= 868 lbs PHD2 I if RIGHT UPLIFT: TR= 868 lbs DRST CASE SHEAR FORCE vmax = 249 pIt, 5 3 5 FORCES OF FREE-BODY INDIVIDUAL PANELS OF WALL ARE GIVEN BY FOLLOWING FIGURES AND TABLES AS Li L2/2 L2/2 L3 PANEL W(ft) El - • l F2 - t 1 F2 FO - 1' 1 5.00 3 1.50 1 jjE~ F4 2 1.50 F4 4 5.00 F5 , F6 F7 F8 5 5.00 F9 Fin Li Eli F12 6 5.00 ES - F8 J, 7 5.00 8 5.00 _ __ V 6 1 5.00 5 10 1.50 ES F13 1/21 7/52 2 1 J F8 11 1.50 F5 F14 12 5.00 = Fe L 7 NO. lbs Fl 332 F2 373 Al L2 L3 ES F3 332 TL TR ES F15 F16 F17 FiB F4 289 F5 705 - F19 _ F20 F8 - F6 373 F7 373 9 F2 10 E2i 1 1 E2i_12 F8 705 F9 77 F10 212 F22 F23 - F23 F ______ 24 Eli 212 IL FREE-BODY INDIVIDUAL PANELS OF WALL TpT F12 77 l-l(ft) V max (plf) 1.16 66 1.16 249 1.16 249 1.16 66 1.50 141 1.50 141 1.50 141 1.50 141 3.84 96 3.84 151 3.84 151 3.84 96 NO. lbs F13 289 F14 289 F15 500 F16 212 Fl7 212 F18 500 F19 226 F20 226 F21 579 F22 479 F23 226 F24 479 Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY DATE Jan-il CHECKED BY DATE SCALE I I I I I I I I I I I I I I I I I I I MAXIMUM SHEAR WALL DEFLECTION: 8vbh3 A = ABeing + ASar + ANal, slip + AChoni splice slip = + +0.75 e + = EALW Gt Where: vb = 249 plf L, = 10 ft A= 16.50 in' h= 8 ft = 0.278 in e = 0.037 in 0.425 in E= 1.7E+06 psi G = 9.OE+04 psi da = 0.15 in Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB . Dolkas Residence SHEET NO. OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Seismic Governed Design Level: Direction: __________ Lateral Force I Overall Floor Area = v = = -fr psf Use: per Holdown Anchor Schedule 0 Holdowns Not Required Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Wind Governed Design Level: _________ Direction: _________ Lateral Force / Overall Floor Length = v = = Of Use: per Holdown Anchor Schedule 0 Holdowns Not Required Dunn Savoie Inc. Structural Engineers Tel: (760) 966-6355 I I I 908 S. Cleveland St. Fax: (760) 966-6360 I Perforated Shear Wall with an Opening Grid Line: A (Floo I INPUT DATA LATERAL SHEAR STRESS AT SHORT PIERS, V 503 p11 PANEL GRADE (0 or 1) = I <= Sheathing and Single-Floor NOMINAL PANEL THICKNESS = 3/8 in TOTAL LATERAL SHEAR FORCE, V = 3.773 K 5.5 3 2 JOB Dolkas Residence SHEET NO. OF CALCULATED BY DATE Jan-li CHECKED BY DATE SCALE LEFT UPLIFT: TL= 3532 lbs PHD2 RIGHT UPLIFT: TR= 3532 lbs ORST CASE SHEAR FORCE Vmax = 629 p11, E 2.99 (-J 3 3.84 PER SEAOC SEISMIC DESIGN MANUAL Vol. II DESIGN SUMMARY CHECK SHORT PIERS DIMENSION RATIO H/L= 1.5 < 2 OK! USE SHEAR WALL OF 3/8 in. THICK THE HOLD-DOWN FORCES: TL = 3.53 k TR= 3.53 k USE PHD2 SIMPSON HOLD-DOWN (H2) THE MAX STRAP FORCE: F = 0.81 k USE SIMPSON CSI6 AS HORIZONTAL STRAP THE SHEAR WALL DEFLECTION: = 0.74 in =H/I60 L= 10.5 ft, H = 9.83 ft EQ. SHEAR STRESS at DIAPHRAGM: Vdja = 359 plf, OVERTURNING MOMENT M01 = 37084 ft-lbs FORCES OF FREE-BODY INDIVIDUAL PANELS OF WALL ARE GIVEN BY FOLLOWING FIGURES AND TABLES AS Li 1-2/2 L2/2 L3 Fl - j I' F2 ..1 l F2 ¶ 1' F3 - I [ F4 2 F4 I-L11 F4 4 j L F5 F6 F7 F9 Fin r Li Fli F12 ' FT F5 8 5 (I) 6 LL_ F5 F13 '.' -- F5 / f1>KI - - = F8 F14 / L1 L2 TL F8 F5 TR F15 F16 F17 F18 - Fi9 _ F20 F8 9F2iFQ F21_ F21 12 _R2 2 F23 F23 _F2 4 TL FREE-BODY INDIVIDUAL PANELS OF WALL TpT PANEL W (ft) H (It) V max (pIe 1 5.50 2.99 310 2 1.50 2.99 540 3 1.50 2.99 540 4 2.00 2.99 224 5 5.50 1.50 457 6 2.00 1.50 629 7 5.50 1.50 457 8 2.00 1.50 629 9 5.50 3.84 321 10 1.50 3.84 500 11 1.50 3.84 500 12 2.00 3.84 254 NO. lbs NO. lbs Fl 1706 F13 1613 F2 809 F14 1613 F3 448 F15 2299 F4 1613 F16 686 F5 2515 F17 943 F6 809 F18 2556 F7 809 F19 749 F8 1258 F20 749 F9 927 F21 1919 F10 686 F22 1766 Fli 943 F23 749 F12 670 F24 508 I I I I I I I I I I I I I. I I 1 I I I I I I I I I SHEET NO. OF CALCULATED BY DATE Jan-li CHECKED BY DATE SCALE MAXIMUM SHEAR WALL DEFLECTION: 8vbh3 A = A& d ,i,?g+As/ar+ANafi s/+ACho, splice slip = EALW Gt Where: Vb = 629 plf L = 8 ft A= 16.50 in' h = 10 1 ft = 0.278 in e = 0.037 in Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 0.739 in E = 1.7E+06 psi G = 9.OE+04 psi da = 0.15 in JOB Dolkas Residence Dunn Savoie Inc. JOB Dolkas Residence I Structural Engineers SHEET NO. OF I 908 S. Cleveland St. Oceanside, CA 92054 . CALCULATED BY DATE Jan-il Tel: (760)966-6355 CHECKED BY DATE Fax: (760) 966-6360 SCALE Perforated Shear Wall with an Opening PER SEAOC SEISMIC DESIGN MANUAL Vol. II Grid Line: E (Floor) DESIGN SUMMARY INPUT DATA CHECK SHORT PIERS DIMENSION RATIO LATERAL SHEAR STRESS AT SHORT PIERS, v 377 plf H / L = 0.6 < 2 OK! PANEL GRADE (0 or 1) = I <= Sheathing and Single-Floor USB1 SHEAR WALL OF 3/8 in. THICK NOMINAL PANEL THICKNESS = 3/8 in THE HOLD-DOWN FORCES: TL = 2.85 k TOTAL LATERAL SHEAR FORCE, V = 3.770 1< TR = 2.85 k USE PHD2 SIMPSON HOLD-DOWN (1-12) THE MAX STRAP FORCE: F = 0.65 k - - USE SIMPSON CSI6 AS HORIZONTAL STRAP• v (plf) v If) 2.99 THE SHEAR WALL DEFLECTION: - ______ - STRAP = 0.60 in =H 1196 3 L= 13 ft, H = 9.83 ft EQ. SHEAR STRESS at DIAPHRAGM: Vdja = 290 plf, I - OVERTURNING MOMENT M01 = 37059 ft-lbs I I 3.84 LEFT UPLIFT: TL= 2851 lbs PHD2 RIGHT UPLIFT: TR= 2851 lbs DRST CASE SHEAR FORCE vmax = 435 plf, 5 3 5 ANALYSIS THE FORCES OF FREE-BODY INDIVIDUAL PANELS OF WALL ARE GIVEN BY FOLLOWING FIGURES AND TABLES AS Li L L2/2 L32/2 _________________ 12 _t l 12 I' F3 - F4j1 2 14 : J F5 19 Fit' Li 111 112 15 5 6 15 FS 113 15 16 ~E;Z 7 Ll L2 L3 L 8 - L 18 I - 15 TL TR 115 116 117 118 - 119 ___________ F20 18 9F2 10_F21 F21_12 122 - 123 - 123 - 124 IL FREE-BODY INDIVIDUAL PANELS OF WALL TP PANEL W (It) H (if) V max (plf) 1 5.00 2.99 246 2 1.50 2.99 435 3 1.50 2.99 435 4 5.00 2.99 246 5 5.00 1.50 377 6 5.00 1.50 377 7 5.00 1.50 377 8 5.00 1.50 377 9 5.00 3.84 256 10 1.50 3.84 403 11 1.50 3.84 403 12 5.00 3.84 256 NO. lbs NO. lbs Fl 1232 F13 1302 F2 653 F14 1302 F3 1232 F15 1868 F4 1302 F16 566 F5 1885 F17 566 F6 653 F18 1868 F7 653 F19 605 F8 1885 F20 605 F9 737 F21 1549 FlO 566 F22 1280 Fil 566 F23 605 F12 737 F24 1280 F I I I 1 I I I I I I I I I I I I I I I I I I I I SHEET NO. OF CALCULATED BY DATE Jan-il CHECKED BY DATE SCALE THE MAXIMUM SHEAR WALL DEFLECTION: 8vbh3 Vbh A = ABeiiig +A Slwar + ANail sup + Aclioni splice slip = + + .75 e,, + - = EAL H, Gt Where: Vb = 435 plf L = 10 ft A= 16.50 in2 h = 10 ft = 0.278 in e = 0.037 in Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence 0.603 in E = 1.7E+06 psi G = 9.OE+04 psi d8 = 0.15 in Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 JOB Dolkas Residence SHEET NO. OF CALCULATED BY SRG DATE 1/11 CHECKED BY DATE SCALE Seismic Governed Design Level: iiiz Direction: Lateral Force I Overall Floor Area = v = = Z.k' psf ft ft-lb ft-lb ft-lb lbs Use: <>per Holdown Anchor Schedule U Holdowns Not Required JOB_______________________ DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEET NO. OF_______________ 908 S. Cleveland Street CALCULATED BY DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE_______________ Email: dsi@surfdsi.com SCALE 3 I S S/u Sia 5 5 1 3 I 3 1 3 1 1 2 3 .3 S 6 - 8 4 5 5 3 I 2 3 4 5 5 7 II) D PRODUCT 207 I CONCRETE SLAB ON GRADE ANALYSIS For Slab Subjected to Continuous Line Loading from Wall Job Name: I Subject: Job Number: Originator: Checker: Input Data: Wall Wall Slab Thickness, t = 5.000 in. Dowel Top/Slab Concrete Strength, f c = 3000 psi (at Joint) Subgrade Modulus, k = 100 pa Wall Load, P = 325.00 lb/ft. --- ------ . ..... Concrete Slab Loaded Near Center or at Joint LTVFUI Concrete Slab Loaded Near Free Edge Design Parameters: Modulus of Rupture, MR = 492.95 psi Allow. Bending Stress, Fb = 87.64 psi Factor of Safety, ES = 5.625 Section Modulus, S = 50.00 in.A3/ft. Modulus of Elasticity, Ec = 3122019 psi Width, b = 12.00 in. Moment of Inertia, I = 125.00 in.A4 Stiffness Factor, X = 0.0296 Coefficient, BXx = 0.3224 MR = 9*SQRT(f 'c) Eb = 1 .6*SQRT(f 'c) (as recommended in reference below) FS = MR/Eb S = b*t2/6 Ec = 57000*SQRT(f 'c) b = 12" (assumed) I = btA3/12 = (k*b/(4*Ec*I))A(0.25) B?.x = coef. for beam on elastic foundation fall Load Near Center of Slab or Keyed/Doweled Joints: Allowable Wall Load, Pc = I 518.98 llb./ft. Pc = 4*Fb*S*k = 12.8*SQRT(f c)*ti\2*(k/(19000*SQRT(f c)*tf3))A(0.25) Pc(allow) >= P, O.K. fall Load Near Free Edge of Slab: Allowable Wall Load, Pe = I 402.44 Ilb./ft. Pe = Fb*S*?JBXx = 9.9256*SQRT(f c)*tA2*(k/(19000*SQRT(f c)*tA3))A(0.25) Reference: Pe(allow) >= P, O.K. "Concrete Floor Slabs on Grade Subjected to Heavy Loads" Army Technical Manual TM 5-809-12, Air Force Manual AFM 88-3, Chapter 15 (1987) Comments: J..4&1 4' J-lHfr -1,'P I -- JOB_______________________ I DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEET NO. OF________________ 908 S. Cleveland Street CALCULATED BY________________________ DATE I OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE_______________ Email: dsi@surfdsi.com SCALE I .. Ii I l . I I: I: I. IT Ii I - D PRODUCT 207 DATE CHECKED BY DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB SHEETNO. ______________________________ OF_________________________ CALCULATED BY__________________________ DATE SCALE 1 .3 3 .31 6 7 8 1 1 3 .3 0 I 1 II86 7 817 8 . ft 1 a 1 2 1 . 8 7 .3 2 3 5 3 3 4 I 3 1 .3 .,eSi - 7 D PRODUCT 207 I DUNN SAVOIE INC. Structural & Civil Engineen REVISE & RESUBMIT SUBMIT SPECIFIED.ITEM. NO EXCEPTIONS TAKEN EXCEPTIONS AS NOTED FOR EXCEPTIONS SEE ENCLOSED LETTER OF TRANSMITTAL This Review is only for general conformance with the design concept of the project and general compliance with the nformatlon given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the Jobsite; Information that pertains solely to the fabrication processes or to the means, methods, techniques, s i~~J ces and pfocedures of construction; coordination of his or her Work with that of r trades, And for performing all work Ina safe and satisfactory manner. II CY7~y"APPROVED BY DATED I'Ll I ES.CONDIDO RO OI TI USS ,%-.-COMPANY-il' INC. 430 VIA VERA CRu.z SAN MARCOS, CA 92078 TECHNOLOGY BUILDS BETTER (760) 744-4040 (800) 367-8787 FAx (760) 744-6516 WEB SITE: www.escondidotruss.com E-MAIL: info @escondidotruss.com - I- -. T .' June 26, 2008 Escondido Roof Truss P0 Box 1625 San Marcos, CA 92079 SENT VIA FAX: 760-744-6516 To whom it may concern, Escondido Roof Truss in San Marcos, California is presently certifying its trusses as part of the West Coast Lumber Inspection Bureau (WCLIB) quality assurance program for metal plate connected wood trusses. Trusses manufactured under the WCLIB quality assurance program may. be marked with a WCLIB truss quality assurance stamp. WCLIB is recognized by the International Accreditation Service, Inc. (LAS) as an inspection agency for metal plate. connected wood trusses. The lAS accreditation number for WCLIB is AA-675. Sincerely, / .. ...I -- .,, '. Brad Shelley ' Executive Vice President " bs/jw cc: Al Lytton W:\User Shared Fold crs\Joycc\JOYCEW\Correspondcnce\Extenial\2OO8\escondidoruss;wpd •: . .•' :. .• .,l,h'!I I . .:;':' I:. .. •.,,.. .......• • .-. . '1 • I:,,ii, )( t I . I I.III III /'CompijTrus Inc. This design prepared from computer input by 111111 IflI 1IllIIIII 11111 IIII 11111 HI IHI Trans ID: 18760 ESCONDIDO ROOF TRUSS. CO INC ( MIKE ______ +7.4.2T(1L)- CBC2007IIBC2006 SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TIM 1.2= 0 2.6= 1183 6s3= 158 2-3= -1284 6-4= 1183 3-4" -1284 0 BEARINGS LOCATION REACTION REO'D AREA (SO. IN.) 0'- 0.0 630 1.01 OF (625) 14- 0.0' 630 1.01 OF (625) MAX LL DEFL = -0.038' (L14236) P 7'. 0.0' L/240 = 0.671' MAX IL DEFL .0.091' (L11769) P 7'. 0.0' 1.1180 = 0.894' MAX HORIZ. LL DEFL 0.010' P 13- 8.5' MAX HORIZ. IL DEFL 0.023' P 13- 8.5' Wind: 85 mph, h15ft, TCOL9.0,BCDL6.0, ASCE 7-05 Enclosed, Cat.2, Exp.0 1LAFRS, interior zone load duration factor1.6 Max Calculated Uplift: Left = 0 Right = 0 _CS1....tC:O...88 80.0J3 Weh.O..0 LUMBER SPECIFICATIONS TO: 254 OF #2 20: 2x4 OF #2 WEBS: 2x4 OF #3 TC LATERAL SUPPORT im 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. MEN. OVERHANGS: 24.0' 24.0' Reactions: 770 770 TRUSS SPAN 14'- 0.0' LOAD DURATION INCREASE 1.25 SPACED 24.0' D.C. LOADING. LL( 20.0)+OL( 15.0) ON TOP CHORD = 35.0 PSF DL ON BOTTOM CHORD o 10.0 PSF TOTAL LOAD = 45.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CRC 2006 AND IBC 2006 NOT BEING MET. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 7-00.00 7-00-00-....-. -- ...... ......-----...--...-........._.----- . --, 12 12 4x4.3 34.0 -- - - 21 - - 2.5x4.3 1.5.3.4 2.5x4.3 2.00-00 14-00-00 2-00-00 zale: 3/8' 08 NAME: .,.-...._ WARNINGS: General Notes, unless otherwise noted:. " K!' ' 2> FILE NO.: A I.. Road all General Notes md Wa,nlnga below oonmnictlon of asi0000. 2. Su floor and ni-notion nonawato, ohoold be odlood of all General Nato, Ond Warnings bob-b coqinOoatlon cotamonoo,. Design to support GOdS Os Stsswn. DesIgn assumes the lop and bottom chords to be laterally braced at Zoo. and at 10 cc. respectively unless braced throughout their lcci' by 4 ' I Il 3 5t4cem9es$IOnonbbngmboINdobtbFbbhoWon. 4, An lateral torso ,eded, olonio000 noch a, tonracrary and pormanont hinting, ahuOUsheathing eQ C). 3 oi 1 ateral 50i,.rYtnal 4.tnsttion 01 mrct o2S Is ISo responsibility tho respective contractor. 3783 toO. DATE. 1/13/2009 be =nod and provided by doalgoor of 000ripinto atnictoro. Con,pnTm ao,mnes no rosponelbttlty for auth bracing. .... . . OESSJO4,. Design assumes trusses are to be used In a non-cOfrOslve eri*otimcrrt, and are for dry condidon of use. . . Design assumes full bearing also supports shown. Shim or wedge P vO 6/30/10 DES. BY: RW bincing 5. Ne load should be applied to any component until altor all and rantanno, am complote. end At no 110,0 should any loads g00000r than design loada bed led 155 P011011 'Css3'Y. Ocsmgn assumes adeGuato drainage Is prgelded. 11. CompuTnma has no control osno and anoonro, no roonOildibdlty for 5150 S. Plates sh5H be locoted ci, both laces ot truss, and placed so their ccntcr lines coincide whIt 0101 coolerfilms.0 \ 'e SEQ.: 4184687 . ontp,nontand lnoceauonoloomrrp000rdn. 1. ml. design Is fu,ntnhod subject to the Unrltatlomls on mms designs out tooth 9 DIgIts intiNoto size of plate In Inches. Fch basic 005100 values of the Compulsus Plate we ESR-252911C80-4211 '0' iodic3100. 'E OF by TPI In HID-at o,TP1tInTCA to SCSI copies of which nina be flamntslsod All plates arc the series unless otherwise by CantOsirud 5,900 rnq000d. I INII 11111 II J""Ir,rTIrlI'irrl t 117111"Th,n inr n,-onn,-onl ,-nn, ,'nnn,,+on nru,t 1w I IIIl 11111119111111111111 IllI 111911911 1991 liii! 11111 ESCONDIDO ROOF TRUSS CO INC ( MIKE ) I 111111 11111 IWlI 11111 IIIII 11111 111111111 III Ii IJ/bU LUMBER SPECIFICATIONS TRUSS SPAN 14'- 0.0 C8C2007/IBC2006 SINGLE MEMBER FORCES 4WRIGDFICq'1.25 1CM TC: 2x4 OF #18318 LOAD DURATION INCREASE = 1.26 12u 0 2-6 2183 6.3e 673 -BC: 2x4 OF #2 SPACED 24,0" D.C. 2-3 -2292 6-4= 2183 WEBS : 2x4 OF #3 3-4' -2292 LOADING 4-5' 0 TO LATERAL SUPPORT cc 12"OC. UON. LL( 20.0)rOL( 15.0) ON TOP CHORD' 35.0 PSF 80 LATERAL SUPPORT <' 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD - 45.0 PSF BEARINGS OVERHANGS: 24.0 Reactions; 770 24,0" T70 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATION REACTION REDO AREA (SQ. IN.) REQUIREMENTS OF TRC 2006 AND IBC 2006 NOT BEING iior. 01- 0.01 630 1.01 OF (625) - 14'. 0.0" 630 1.01 OF (625) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL OEFL = .0.133" (L/1210) 9 7'- 0.0" L/240 0.671" MAX TL DEFL = -0.300" (L1536) 9 7'- 5.0" L/180 0.894" MAX HORIZ. LL DEFL = 0.052" 2 13'- 8,5" MAX HORIZ. TL DEFt.. = 0.117" 2 13- 8.5" Wind: 85 mph, h'lsft, 100L9.0,BCDL'6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor'l.S Max Calculated Uplift: Left = 0 Right = 0 Max CSL. T.C.D...Ba BC.07.4 Web.020 ?:9:PP ...,................................................-, 7-00-00 12 . 12 3.0O-- 4x4.3 34.3 -:-- - --:.----- L:. 5x51 2.5x6 2.5x6 1.50 1.50"- 12 12 ......___,i ....- .............-.-- ................../..... -.--- 2-00-00 /.......-.-..- ......- 7-00-00 7-00-00 2-00-00 A-..- ..............-.-.--.--.---.-----.--.-...--. ......-----. ...................... 14-00-00 :ale: 3/8" )B NAME: , ESS1014 . unless otherwise noted: c. 00a4 all Gon.,,I Notes and Warning, bnlndn conotruddon oltresnos. Seeder and oruolon eont,antor should be ag,laod of all General Notes and 1, Ocalgn pport loads as shown. 2. DesIgn' assumes the top and bOSOm chords to be 3or3Y bra t FILE NO.: B Wa.,,b,gs betere construction onos. , , '.,,• • U4 comprosslon wO bracing Installeid 2" o.c. a at 10' o.c. rosocctively unless braced fflrJgheest their lcn by continusheathing such as ptywocd slteathlng(Tu) and/or drywal Cl - II 11131 9 Alt atonal forte roonolteg .lem.nrn such an tumporary and pnrrnanont bracIng. 2x Impa ridging or lateral bracing required where S own +. Installa of truss is the responsibility of the respective contractor. LUJ No. 33783 1/13/2009 noun be dn.lgnod ad presIded by desIgner on co,npin,0 oUotorn. CempuTh,. annornes no ronponnlbnttylor noel, bracIng. General NoEm 6/30119 and are0ry conditiOn" of use S. Noloadohouldbeappliedtoanycurnponontanteatarnan iaraeingand 6. DesIgnumes tue bearing at all supports shown. Shins or wedge If DES. Plates S be loestec on both faces truss, and placed so their center DATE: EXP- BY: RW taninners or. ucarpletu. and at no tim. nhoutd any load. greater than donlgn be applied to turj 000SP0flnnt flOSS7. DesIgn mes adoquate drainage Iafonfded.ds 5. DesIgn mes trusses are to be used in a non-corrosive environment .puTh,n 4184668 has no Control 000rand aneranos no r.np nObly for the fabdualto.,. trandOng. and tnntauaiioe of eornponnnlo. Inca code with Joint center lineS.SEQ.: ehlpmnnl In Inches.ml,desIgn In lumiehed aebjoteto the Omitatlons or. tons design. net forth Dlglor Ite size of plate For bas csln values of the CompuTnas Plate see ESR-2529/ICBO-421 I by WI In NIB-SI o,TPW,YTCA hr OCat Copies ofwhIChwIll be fun,lnlred 11. All plate C series unless otherwise Indicated. by Co,epuTn,n upon neqeont. 1rE Geotechnical Exploration, Inc. SOIL AND FOUNDATION ENGINEERING ó GROUNDWATER e ENGINEERING GEOLOGY 13 May 2009 Mr. Tommy Osborne Job No. 09-9725 2675 WIlson Street Carlsbad, CA 92008 Subject: Limited Soil Investigation and Foundation Evaluation Osborne Accessory Buildings and Second Dwelling Unit 2675 Wilson Street Carlsbad, California DearMr. Osborne: In accordance with your request, a representative of Geotechnical Exploration, inc. has visited the subject site and performed an evaluation of the soil conditions In the area of the new accessory buildings and second dwelling unit on the west side of the existing residence. It is our understanding that the completed single- story accessory buildings and two-story second dwelling unit, utilized conventional continuous and spread footings with a concrete slab on-grade. As part of our investigation, we observed and evaluated the shallow soil conditions at two locations, the north and south sides of the existing second dwelling unit, which is located between the two metal accessory buildings. The field work, conducted on April 28, 2009, consisted of excavating two hand- excavated test pits adjacent to the north and south perimeter foundation of the second dwelling unit. The excavations revealed that the building site at the explored locations is underlain by medium dense to dense sandstone formational materials and covered by approximately 12 to 15 inches of medium dense fill. The observed continuous footing on the north side of the building was founded in medium dense formational materials at a depth of at least 12 inches, The observed 7420 TRADE STREET* SAN DIEGO, CA. 92121 (858) 549-7222 G FAX: (858) 549-1604 0 EMAIL: geotech@ge-sd.com Osborne Accessory Buildings Job No. 09-9725 Carlsbad, California Page 2 spread footing exposed on the south side of the building was founded on dense formational materials at a depth of 24 inches, Reportedly, the isolated spread footings throughout various column loads under the building range from 2 to 3 feet square and a depth of at least 2 feet below the lowest adjacent finish grade. Based upon our observation and probing of the soil material, It Is our opinion that the new foundation for the accessory buildings and second dwelling unit was founded directly into the medium dense to dense formational materials with adequate soil bearing capacity. We understand that the building pad preparation consisted of minor cuts and placement of approximately 12 to 15 inches of compacted fill to create a level pad surface. Although we did not observe the footing excavations prior to concrete pouring, it is our opinion that the existing fill and formational soils provide adequate bearing strength for the accessory building and second dwelling unit foundations. The new footings placed in dense native materials or properly compacted fill soils may be designed for an allowable soil bearing capacity of 2,000 pounds per square foot (psf). We would have recommend that the footings and slabs contain at least a nominal amount of reinforcing steel to reduce the separation of cracks should they occur. Soil bearing capacity may be increased by one-third for structural design that Includes seismic or wind loading. We recommend that the new footings have a minimum depth of 12 Inches and a width of at least 12 inches, founded In the dense formational material or properly compacted fills. A minimum of steel for continuous footings should include at least four No. 4 bars continuous, with two bars 3 Inches 9 Osborne Accessory Buildings Job No. 09-9725 Carlsbad, California Page 3 from the bottom of the footing and two bars near the top. Isolated footings should be reinforced per the structural designer's recommendations. The proposed sifructure should be designed in accordance with Section 1613 of the 2007 CBC, which incorporates by reference the ASCE 7-05 for seismic design and the following parameters should be utilized. We have determined the mapped spectral acceleration values for the site based on a latitude of 33.1715 degrees and longitude of 117.3386 degrees, utilizing a program titled "Seismic Hazard Curves, Response Parameters and Design Parameters- v5.0.8," provided by the USGS, Which provides a solution for ASCE 7-05 (Section 1613 of the 2007 CBC) utilizing digitized files for the Spectral Acceleration maps. In addition, we have assigned a Site Classification of C. The response parameters for design are presented in the following table. The design spectrum acceleration vs. Period T Is attached. TABLE I Mapped Spectral Acceleration Values and Design Parameters I Ss Si. I Fa I F Sms I Smi Sds Sdj 1 1.261 10.476 11.0 11.324 11.261 10.631 10.841 10.420 The liquefaction of saturated sands during earthquakes can be a major cause of damage to buildings. Liquefaction is the process by which soils are transformed into a viscous fluid that will flow as a liquid when unconfined. It occurs primarily in loose, saturated sands and silts when they are sufficiently shaken by an earthquake. On this site, the risk of liquefaction of foundation materials due to seismic shaking is considered to be remote due to the dense nature of the natural- dJI Osborne Accessory Buildings Job No. 09-9725 Carlsbad, California Page 4 ground material and the lack of a shallow static groundwater surface under the site. No soil liquefaction or soil strength loss is anticipated to occur due to a seismic event. Concrete slabs on-grade (on properly compacted fill or dense formational soils) should be a minimum of 4 inches actual thickness and be reinforced with at least No, 3 steel bars on 18-inch centers, In both directions, placed at mid-height in the slab. Interior slabs provided with a floor cover should be underlain by a 2-inch-thick layer of clean sand overlying a 10-mil vapor barrier over 2 inches of sand. Where soil moisture intrusion is not a concern and where there is no floor cover placed, the slab underlayment may be waived. The active earth pressure (for design of cantilever, non-restrained wails) should be based on an Equivalent Fluid Weight of 35 pounds per cubic foot (for level backfill only) if on-site soils are used. Additional loads applied within the potential failure block should be added to the active soil earth pressure by multiplying the vertical surcharge load by a 0.31 lateral earth pressure coefficient. For restrained wall conditions, we recommend an equivalent fluid weight of 59 pcf. Surcharge loads may be converted to lateral pressures by multiplying by a factor of 0.47. The passive earth pressure of the encountered formational soils (to be used for design of shallow foundations and footings to resist the lateral forces) should be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure should only be considered valid for design if the ground adjacent to the foundation structure Is essentially level for a distance of at least three times the total depth of the foundation .and is properly Osborne Accessory Buildings Job No. 09-9725 Carlsbad, California Page 5 compacted or dense natural soil. An allowable Coefficient of Friction of 0.40 times the dead load may be used between the bearing soils and concrete foundations, walls or floor slabs. Adequate measures should be taken to properly finish-grade the site now that the building and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from perimeter foundations, floor slabs, and footings, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drainage will help minimize the potential for waters to seek the level of the bearing soils under the foundations, footings, and floor slabs. Failure to observe this recommendation could result in undermining, differential settlement of the building foundation or other improvements on the site, or moisture-related problems. It is not within the scope of our services to provide quality control oversight for surface or subsurface drainage construction or retaining wail sealing and base of wall drain construction. It is the responsibility of the contractor and/or their retained construction inspection service provider to provide proper surface and subsurface drainage. Planter areas and planter boxes should be sloped to drain away from the foundations, footings, and floor slabs. Planter boxes should be constructed with a closed bottom and a subsurface drain, installed in gravel, with the direction of subsurface and surface flow away from the foundations, footings, and floorslabs, to an adequate drainage facility. Osborne Accessory Buildings Job No. 09-9725 Carlsbad, California Page 6 LIMITATIONS The work performed and recommendations presented herein are the result of an Investigation and analysis that meet the contemporary standard of care In our profession within the County of San Diego. No warranty is provided. The firm of Geotechnical Exploration, Inc.. shall not be held responsible for changes to the physical conditiOn of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report and the changes are made without our observations, testing, and approval. This opportunity to be of service is sincerely appreciated. Should you have any questions regarding this matter, please contact our office. Reference to our Job No. 09-9725 will help to expedite a response to your inquiries. Respectfully submitted; GEOTECHNICAL EXPLORATION, INC. Jay. Heiser Senior Project Geologist 34422/G.E. 200 Senior Geotechnical Engineer Enclosure: Sa vs. T Response Spectrum /O ESSio,4, 1( No.002007 ryl W- Exp.3409 J/ oil A - 4 GGP, INC. PLUMBING AND FIRE PROTECTION 4765 GATESHEAD RD CARLSBAD,CA 92008 HYDRAULIC CALCULATIONS FOR DOLKAS RESIDENCE 2675 WILSON ST. CARSBAD, CA 92008 FILE NUMBER: DATE: MAY 17, 2011 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDNTIAL (NFPA 13D) DENSITY: .10gpm/sq. ft. AREA OF APPLICATION: REMOTE 2 HEADS COVERAGE PER SPRINKLER: 16 X 16 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.4 gpm TOTAL WATER REQUIRED (including hose): 31.5 gpm FLOW AND PRESSURE (@ BOR): 26gpm @ 24.2psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: GGP PLUMBING AND FIRE PROTECTION DESIGN/LAYOUT BY: T.L. AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD CONTRACTOR CERTIFICATION NUMBER: 711174 * PRESSURE TAKEN FROM EXISTING HOSE BIB CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 50100268 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report V 100.0 WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 20.00 psi Flow: 1000.0 qpm G 80.01 A 2 U G E 60.0 R E S S U R 40.0 E P S 20.0 -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/17/2011 C:\PROGRAM FILES\HRS SYSTEMS\HASS81\DOLKAS.SDF JOB TITLE: DOLKAS NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SOURCE 80.0 20.0 1000.0 79.9 31.5 REQ'D PRESS. (PSI) 76.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 21.5 K= 4.90 7.0 13.0 2 21.5 K= 4.90 7.5 13.4 3 -3.0 - - - - 27.8 TR 21.5 - - - - 12.9 BR 0.5 - - - - 24.2 DS 2.0 HOSE STREAM 23.6 5.0 WM1 -3.0 - - - - 67.5 WM2 -3.0 - - - - 72.5 SOURCE -3.0 SOURCE 76.6 31.5 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/17/2011 C:\PROGRAN FILES\HRS SYSTEMS\HASS81\DOLKAS.SDF JOB TITLE: DOLKAS 02WIM2 02 no PINW.11 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 1.0 13.75 150 0.5 2 21.5 7.5 0.0 1.000 1.00 0.0 1 21.5 7.0 13.0 1.101 14.75 0.031 0.5 Pipe: 2 4.90 13.4 Disch 22.0 25.66 150 5.4 TR 21.5 12.9 13.0 1 1.000 22.00 0.0 2 21.5 7.5 26.4 1.101 47.66 0.114 5.4 Pipe: 3 0.0 0.0 19.50 150 10.7 DS 2.0 23.6 26.4 2 1.000 ---- 0.00 -8.4 TR 21.5 12.9 26.4 1.101 19.50 0.114 2.2 Pipe: 3A 0.0 0.0 1.50 150 0.6 DS 2.0 23.6 0.0 1.000 ---- 0.00 0.6 BR 0.5 24.2 0.0 1.101 1.50 0.000 0.0 H.S. 5.0 Disch Pipe: 4 0.0 BR 3.50 150 4.2 3 -3.0 27.8 26.4 TR 1.000 C: 9.6 9.56 -2.2 DS 2.0 23.6 31.4 1.101 13.06 0.157 2.0 Pipe: 5 0.0 0.0 240.00 150 39.7 WM1 -3.0 67.5 31.4 DS 1.000 E: 3.8 13.39 0.0 3 -3.0 27.8 31.4 1.101 T: 9.6 253.39 0.157 39.7 Pipe: 6 0.0 Fixed Pressure Loss Device WM2 -3.0 72.5 31.4 3 5.0 psi, 31.4 gpm WM1 -3.0 67.5 31.4 Pipe: 7 Source 0.0 10.00 150 4.1 SOURCE -3.0 76.6 31.5 WM1 K1.000 T: 6.0 6.00 0.0 WM2 -3.0 72.5 31.5 0.995 16.00 0.257 4.1 NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 50100268 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.020 gpm and a maximum imbalance at any node of 0.159 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/17/2011 C:\PROGRAN FILES\HRS SYSTEMS\HASS81\DOLKAS.SDF JOB TITLE: DOLKAS (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 7. CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: - DOLKAS SECOND DWELLING UNIT Building Permit Plan Check Number: CBI 00389 Project Address: 2675 WILSON ST A. P. N.: 156-140-18-00 Project Applicant SARAH DOLKAS (Owner Name): Project Description: NEW SECOND DWELLING UNIT Building Type: SFD Residential: New Dwelling Unit(s) Square Feet of Living Area in New Dwelling Second Dwelling Unit: 633 Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: Net Square Feet New Area City Certification of Applicant Information: oRgetnette M1 Date: 712812011 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District E Vista Unified School District 6225 El Camino Real 1234 Arcadia Drive Carlsbad CA 92009 (760-331-5000) Vista CA 92083 (760-726-2170) O San Marcos Unified School District 255 Pio Pica Ave Ste 100 San Marcos, CA 92069 (760-290-2619) Contact: Nancy Dolce (By Appt. Only) O Encinitas Union School District 0 San Dieguito Union High School District-By Appointment Only 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (760-944-4300 Encinitas, CA 92024 (760-753-6491) x1166) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 1 ,f') Ppv nvn SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) **** ************************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ( TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 M-CARLSBAD UNIFIED SCHOOL DISTRICT JEFFERSON ELEMENTARY AVIARA OAKS ELEMENTARY CARLSBAD HIGH SCHOOL MAGNOLIA ELEMENTARY AVIARA OAKS MIDDLE SCHOOL Receipt No. CARLSBAD VILLAGE ACADEMY CALA VERA HILLS SCHOOL EJ PACIFIC RIM 23 0 7 6 VALLEY MIDDLE SCHOOL KELLEY SCHOOL LII CA LA VERA HILLS MIDDLE SCHOOL I BUENA VISTA SCHOOL HOPE SCHOOL F-IOTHER RECEIVED FROM: _ DATE: I (If Applicable) PARENT OF ( 15 V'J I I SGY\ Sty-+ WN4 I54p_I4_l60 PAYMENT FOR: ACCOUNT NUMBER AMOUNT 061 Ci sI9-5 RECEIVED J7A1-.cYt(_CASH CHECK TOTAL $ 3 . 4-. - Request for Refund Cityof Carlsbad 00136104885=$154.97 001301.04993=$6.22 001 301 04996=$3.06 00136104221 =$238.42 32000005540=$1478.44 Account #: 43000005540=$1364.72 Vendor #: Amount of Refund: $3245.77 Fee Paid For: Buildi Permit CB100389 Date Fee Paid: 7/28/2011 Fee Paid By: Sarah Dolkas An incorrect valuation was entered on the building permit which resulted Facts Supporting Request: in the above fees being automatically calculated and charged in excess. NAME OF APPLICANT: Sarah Dolkas STREET ADDRESS: 2675 Wilson St CITY, STATE &ZIP: Carlsbad CA 92008 PREPARED BY: C4eizette Q# DATE: 8/10/2011 DEVELOPMENT SERVICES OFFICIAL: DATE: APPROVING DIVISION OFFICIAL: DATE: CED SENIOR MANAGEMENT ANALYST: DATE: APPROVING DEPARTMENT OFFICIAL: DATE: City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: DOLKAS SARAH Description Z3,J5.77 2675 WILSON ST 'CBAD - / Receipt Number .NRQ085824 - Transaction.-ID: R0085824 Transactioii D? 7/201l \" Pay Type Method Description /',Amunt Payment Other \ 41114L \ I 245-77' \ . / 7! \\ Trans:ction Amount: 3,245.77 7 SW(QZS7 CV Approved Date By BUILDING WIIM9444 PLANNING ENGINEERING / I FIRE HazMat APCO Health Forms/Fees Sent Rec'd Due? By Encina V N Fire V N I-lazHealthAPcD V N PE&M -71 V N fZ4— Schoolea 7/fi ( Sewer V N Stormwater V N V N CFD: Y N LandUse: ImpArea: FY: Factor: PFF N 12'4 fI),J 772f/t i Comments Date Date Date Date Building 4"57'D F52'-,o 2)ri/i I 4/1 11 Planning If Engineering 3.3'O Fire .3 -2-3-16 . . lb Need? 5CU((7O57 Done BV rAn-çLriL Lf Ld4!1tr 441M& V Done Oij1,17 fipone CB100389 2675 WILSON ST DOLKAS: DETACHED STRUCTURE WI 670 SF GARAGE/STORAGE (1ST FLOOR) & 633 SF 2DU 3 / /La)141-1 c;-- 24r --t-- E's e1, L- J 31 r cj 10 es ;-i L- vY\ I cLWD j'f5 tJ (I -M Ve-94 f= fS5 c4cq i.s •-)-Do /-ge -t'oc 5.1114... 3Io- (7/7 lnu~ 1 01 it PcI- (.°rT1 cJ L&fl ie iT - D —i -cr, 31 aA-Vll~ 6e€ 1eQr I c?C,714 SI #ir A/ W i : ) I I.t Y\oT(/U) pL AD-r LTh4 -1VW)5 37:1 041 01 L-Y. C t?7 CI1 flA i-r--t-r ( , çr—. r/4 s: - 1 Fees ::;:;mP1et .' : : IT_ y Ufr4 r7L F1Ac 1 y By