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Home My WebLink About1200 CHINQUAPIN AVE; ; CB052833; Permit07-18-2006 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB052833 Building Inspection Request Line (760) 602-2725 1200 CHINQUAPIN AV CBAD RESDNTL Sub Type: 2062612700 Lot#: $319,298.00 Construction Type: Reference #: 1 Structure Type: 5 Bathrooms: RHODES RES-DEMO 768 SF SFD-NEW SFD2U 0 VN SFD 4.5 Status: ISSUED Applied: 07/29/2005 Entered By: KG Plan Approved: 07/18/2006 Issued: 07/18/2006 Inspect Area: Orig PC#: 2913 SFD.311 SF 2DU,460 SF GAR, 322 DECK, 311 SF GAR. Plan Check*: Applicant: JAMES CHINN STE117 2120 JIMMY DURANTE 92014 Owner: RHODES GLEN B 1165 CHINQUAPIN AV CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,224.16 Meter Size $0.00 Add'l Reel. Water Con. Fee $795.70 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $31.93 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee ?? Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $577.34 $532.93 $0.00 $0.00 $301.74 $340.26 $0.00 $217.00 $60.00 $52.50 $0.00 $0.00 $0.00 $881.98 $985.00 $77.88 $6,078.42 Total Fees: $6,078.42 Total Payments To Date:$6,078.42 Balance Due:$0.00 lnspector FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE thatMpproval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." Yoijhave 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your 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 fees/exactions of which YOU have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERJMIT APPLICATION £ITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.C6)53 £<•? EST. Plan Ck. Deposit Validated By Date 07/29/05Address (include Bldg/Suite tt)/ n*f Business Name (at this a CGP 795.?( Legal Description Lot No.Subdivision Name/Number Unit No.Phase No. Total # of units Description of P1A> 2, CONTACT PERSON (if different from applicant) Name Address 3. APPLICANT Q Contractor Q Agent for Contractor Q Owner: ^ City .gem for Owner State/Zip Telephone # Fax # Na™e 4, PROPE RTY OWNER Address City State/Zip Telephone # Name Address City State/Zip Telephone # 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 6. WORKERS'COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: CD 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. CD I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: \Pf\, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). CD li as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). CD I arn exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q> ES (~lNO 2. l/haveV have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): ~7o G>£z. £?£.~T&S%* yY| (A/d£) 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR4vOW-mFS/O£/V7MrBUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CD YES CD NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CD YES CD NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? CD YES CD 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. 8, CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec, 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9, APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issuertTkiy the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comrrrtepfjecTY'ithin 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cornmencld for j prtffcd of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE )>H( \cA^ * DATE \S WHITE: File YELLOW: Applicant PINK: Finance Owner CoOwfter Site Mail Xfered Price Loan Amt VestType Lender Land Use Bldg Use Zoning Plat MapNumb Legal Census Bedrooms Bathrooms Units Pool : metroocan / oa. : Rhodes Glen B : :1200 Chinquapin Ave Carlsbad 92008 :1165 Chinquapin Ave Carlsbad Ca 92008 :03/01/1979 Doc # :88886 : Deed : : Loan : : IntTy : ; .-111 Res, Single Family Residence : *unknown Building Use* :1 R-l, Single Family Residential :PM 04498 :PM04498 :PM 04498 (EX ST) PAR 1 :Tract:178.10 Block:l :3 View -.None :1.00 Garage Sp :1 Bldg SqFt :768 :No Stories : / San Diego Parcel Land Struct Other Total Exempt Type % Imprv % Owned TaxArea MapGrid 05-06 Tx Phone Owner Tenant 206 261 27 00 $44,283 $26,194 $70,477 37 09000 1106 F6 $820.72 Year Built Acres LotSqFt :1930 : .22 :9,800 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. M r- n-i -r-i — > 7 \J V^ Hi I ^, ". , :''j ii V LJ fi-f'City of Carlsbad p -- 1 Final Building Inspection JUN 2 ? 200? Dept: Building Engineering Planning CMWD St Lite Fire VM'Kv.. .. ;.. ... '^ """I". Plan Check #: Date: 06/26/2007 Permit #: CB052833 Permit Type: RESDNTL Project Name: RHODES RES-DEMO 768 SF SFD-NEW Subtype: SFD2U 2913 SFD.311 SF 2DU.460 SF GAR, 322 DECK, 311 SF G Address: 1200 CHINQUAPIN AV Lot: 0 Contact Person: Phone: Sewer Dist: CA Water Dist: CA Inspected Bv: / Inspected Bv: Inspected Bv: Date / x J'7^ Inspected: C* /*-*>''*' 7 Approved: ^- — ' Disapproved: Date Inspected: Approved: Disapproved: Date Inspected: Approved: Disapproved: Comments: City of Carlsbad Final Building Inspection PLANNING DEPT TRACKING DESK REC'D: Dept: Building Engineering StLite Fire o P .So Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected^ By: Ufoek Inspected By: Inspected By: Comments: CB052833 RHODES RES-DEMO 768 SF SFD-NEW 2913 SFD.31 1 SF 2DU.460 SF GAR, 322 1200 CHINQUAPIN AV Phone: CA Water Dist: CA n Date /' r7x» ) //-i•~> ^ — * lnspected:fe?/V Date Inspected: Date Inspected: Date: Permit Type: Sub Type: DECK, 311 SFG Lot: 0 7 ^ Approved: \^ Approved: Approved: 06/26/2007 RESDNTL SFD2U Disapproved: Disapproved: Disapproved: Inspection List Permit*: CB052833 Type: RESDNTL SFD2U Date Inspection Item 06/25/2007 89 Final Combo 06/25/2007 89 Final Combo 04/13/200723 Gas/Test/Repairs 02/13/200739 Final Electrical 12/14/200617 Interior Lath/Drywall 11/28/200616 Insulation 11/28/2006 84 Rough Combo 11/16/2006 84 Rough Combo 11/08/2006 84 Rough Combo 08/30/200613 Shear Panels/HD's 08/30/2006 15 Roof/Reroof 08/24/2006 14 Frame/Steel/Bolting/Weldin 08/16/2006 11 Ftg/Foundation/Piers 08/16/2006 12 08/07/2006 21 08/07/2006 22 Steel/Bond Beam Underground/Under Floor Sewer/Water Service Inspector PY PD PY RB PY PY PY PY PY PY PY PY PY PY PY Act AP Rl AP NR AP AP AP PA PA AP PA CA PA WC AP AP RHODES RES-DEMO 768 SF SFD-NEW 2913 SFD.311 SF 2DU.460 SF GAR, 322 DE Comments NEED ALL DEPT D.W. ONLY INSP @ THIS TIME NEED TRUSS CALCS APPROVED NEED SOILS REPORT & SETBACK LETTER Monday, July 02, 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For. 06/25/2007 Permit* CB052833 Title: RHODES RES-DEMO 768 SF SFD-NEW Description: 2913 SFD,311 SF 2DU.460 SF GAR, 322 DECK, 311 SF GAR. Inspector Assignment: PY 1200 CHINQUAPIN AV Lot: 0 Type: RESDNTL Job Address: Suite: Location: OWNER RHODES GLEN B Owner: RHODES GLEN B Remarks: Sub Type: SFD2U Phone: 7604340146 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Requested By: GLEN RHODES Entered By: KAREN tfLw'/— Comments/Notices/Holds Associated PCRs/CVs Original PC# CV060043 UNFOUND O- JUNKA ND DEBRIS ON LOT; PCR06157 ISSUED REVISED TRUSS CALCS; PCR07083 ISSUED RHODES RES-REVISE RAIL @ DECK; TO GLASS Inspection History Comments D.W. ONLY INSP @ THIS TIME Date 04/13/2007 02/13/2007 12/14/2006 11/28/2006 11/28/2006 11/16/2006 11/08/2006 08/30/2006 08/30/2006 08/24/2006 08/16/2006 Description 23 Gas/Test/Repairs 39 Final Electrical 17 Interior Lath/Drywall 16 Insulation 84 Rough Combo 84 Rough Combo 84 Rough Combo 13 Shear Panels/HD's 15 Roof/Reroof 14 Frame/Steel/Bolting/Welding 11 Ftg/Foundation/Piers Act AP NR AP AP AP PA PA AP PA CA PA Insp PD PY RB PY PY PY PY PY PY PY PY NEED TRUSS CALCS APPROVED NEED SOILS REPORT & SETBACK LETTER City of Carlsbad Bldg Inspection Request For: 08/30/2006 Permit* CB052833 Title: RHODES RES-DEMO 768 SF SFD-NEW Description: 2913 SFD.311 SF 2DU.460 SF GAR, 322 DECK, 311 SF GAR. Inspector Assignment: PY 1200 CHINQUAPIN AV Lot 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT JAMES CHINN Owner: RHODES GLEN B Remarks: Sub Type: SFD2U Phone: 7604340146 Inspector: Total Time: CD Description 13 Shear Panels/HD's 15 Roof/Reroof Requested By: GLEN RHODES Entered By: KAREN Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV060043 UNFOUND O- JUNKA ND DEBRIS ON LOT; Inspection History Date Description 08/24/2006 14 Frame/Steel/Bolting/Welding 08/16/2006 11 Ftg/Foundation/Piers 08/16/2006 12 Steel/Bond Beam 08/07/2006 21 Underground/Under Floor 08/07/2006 22 Sewer/Water Service Act Insp Comments CA PY PA PY NEED SOILS REPORT & SETBACK LETTER WC PY AP PY AP PY CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATiQN PERMIT NO.O€" - (760) 602-2700 1 635 FARADAY AVENUE TIME "t e/" L . FOR INSPECTION CALL fZ60) 602-2725. RE-INSPECTION FEE DUE? /IFOR FURTHER INFORMATION, CONTACT. YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Coastal Land Solutions COASTAL LAND SOLUTIONS 573 Second Street Encinitas, CA 92024 Ph (760) 230-6025 Fax (760) 230-6026 August 17,2006 City of Carlsbad - Public Works Engineering Construction Management and Inspection 5950 El Camino Real Carlsbad, CA 92008 RE: Form Certification - Rhodes Residence 1200 Chinquapin Avenue To Whom It May Concern: This letter is hereby submitted to verify that the form boards are within the setback lines for the proposed building foundation. Measurements were taken on August 17,2006. Said setback lines were based upon information obtained from the approved architectural plans. If you should have any questions in reference to the information listed above, please do not hesitate to contact this office. Sincerely, Sean C. Engtert, L.S. 7959 COASTAL LAND SOLUTIONS, INC. EsGii Corporation In Partnership with government for (Buififing Safety DATE: September 29, 2005 a APPLICANT^~ JURISDICTION: Carlsbad ^TJ PLAN REVIEWER a FILE PLAN CHECK NO.: 05-2833 SET: II PROJECT ADDRESS: 1200 Chinquapin Ave. PROJECT NAME: Rhodes Residence and 2nd Dwelling 2<] 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. I | 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: XI 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: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Steve Sanders Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/22/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In partnership with government for <BuiCfing Safety DATE. August 15, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-2833 SET: I PROJECT ADDRESS: 1200 Chinquapin Ave. PROJECT NAME: Rhodes Residence and 2nd Dwelling Q APPLICANT a (crOwsT a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1X1 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. A[ The applicant's copy of the check list has been sent to: James Chinn 2120 Jimmy Durante Blvd. #117, Del Mar, CA. 92014 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: James Chinn Telephone #: 858-755-5863 Date contacted: <*\ IS/05 (by: fA* ) Fax #:($5; Mail —'Telephone Fax^ In Person REMARKS: By: Bill Elizarraras Esgil Corporation D GA D MB D EJ D PC Enclosures: 8/2/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O5-2833 August 15, 20O5 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-2833 JURISDICTION: Carlsbad PROJECT ADDRESS: 1200 Chinquapin Ave. STORIES: 2 HEIGHT: 24' REMARKS: FLOOR AREA: 2913 sq.ft. Dwelling 460 sq.ft. Garage 311 sq.ft. 2nd Dwelling DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: August 15, 2005 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/2/05 PLAN REVIEWER: Bill Elizarraras FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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 residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. The above regulations apply to residential construction, 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. 106.4.3, 1997 Uniform 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 O5-2833 August 15, 2O05 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 3. Provide stairway and landing details. Sections 1003.3.3. a) Show a maximum rise of 8" and minimum run of 9". b) Minimum headroom is 6'-8". c) Minimum width is 36". 4. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. 5. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1003.3.3.9. 6. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Show a 10 mil vapor barrier. 7. 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.ttie building official in writing that: \ a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad 05-2833 August 15, 2OO5 8. 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. 9. Note that passageway to the mechanical equipment in the attic shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. UMC Section 908.0. 10. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic or underfloor space. UMC Sections 908.0 & 909.0. 11. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. 12. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 13. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). 14. Per NEC Art. 210-11 (c)3, note on the plans that bathroom circuiting shall be either: a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 15. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b). 16. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Carlsbad 05-2833 August 15, 2OO5 • CITY REQUIREMENTS 17. 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). 18. 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). 19. 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). 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 Q No Q 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 Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad 05-2833 August 15, 2O05 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-2833 PREPARED BY: Bill Elizarraras DATE: August 15, 2005 BUILDING ADDRESS: 1200 Chinquapin Ave. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING II AREA PORTION (Sq. Ft.) Dwelling Garage 2nd Dwelling Deck Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 2913 460 311 322 cb 1QQ4 I tlV Rnilriinn Dormih Coo V Valuation Multiplier Per City Value By Ordinance Reg. Mod. VALUE ($) 319,298 319,298 $1,224.16 1994 UBC Plan Check Fee Type of Review: CD Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour* Esgll Plan Review Fee Comments: $795.70 $685.53 Sheet 1 of 1 macvalue.doc \ City of Carlsbad Public Works - Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:EST VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please seethe attached report of deficiencies marked witMD-Jvlake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: ' t>Date: ENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application fj Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON : _ Taniya Barrows City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 _ CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 F'ABUILD!Carlsbad, CA 920081-7314 • (760) 6O2-272O • FAX (760) 602-^6^ BUILDING PLANCHECK CHECKLIST ITEPLAN-- 1 . Provide a fully dimensioned site plan drawn to scale. Show: CflJPu. A. North Arrow F. B. Existing & Proposed Structures G. C. Existing Street Improvements H. D/Property Lines (show all dimensions) I. /t. Easements J. Show on site plan: B. C. Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, 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. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's Parcel Number Legal Description 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: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. P:\BUILOING PLANCHECK CKLST FORM .doc Rev. 7/14/00 f » BUILDING PLANCHECK CHECKLIST <ST n DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D 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 $ 15.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. 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/S" 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: D D D IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 1ST D ND2n RD3 D n n n checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 360.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: a a a a 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.060 of the Municipal Code. D 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. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading pproval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\BUILDINO PLANCHECK CKLST FORM.doc . ,nUn oVj I \ I I BUILDING PLANCHECK CHECKLIST ST1 D D ND2 D 3RD D D D D D 7d. No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 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: D D D D D D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. El/Required fees are attached D No fees required WATER METER REVIEW 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. F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST ST RD D D • If 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. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 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: 1. If the project is a newer development (newer than 1998), 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". The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) 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, Larry Black 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 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLISTA ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 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. ODD 13. Additional Comments: F:\BU1LDING PLANCHECK CKLST FORM.doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address: Prepared bv: Bldg. Permit No. Date:35"Date: EDU CALCULATIONS: List types and square footages for all uses., Types of Use: ^^f-\ Sq. FL/Units:/ (, Types of Use: -S^Dul Sq. FtAlnits: [ APT CALCULATIONS: List types and square footages for all uses. Types of Use: ^^rV Sq. Ft/Units: ^ Types of Use: £xDc{ Sq. Ft./Units: [ ADT's:. ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA & #:. X NO. UNITS: TRAFFIC IMPACT FEE ADTs/UNITS:FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADTs/UNITS: D 4,FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: L BENEFIT AREA: X FEE/ADT: ZONE: X FEE/SQ.FT./UNIT: EDU's:_ UJTitfQyiEtf^^ ?. DRAINAGE FEES PLDA ACRES: X FEE/EDU: =$. =$_ =$_ .: HIGH X FEE/AC: /LOW D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of 2 F:\FEE CALCUUTION WORKSHEET.doc Rev. 7/14/00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 5864 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A COASTAL DEVELOPMENT PERMIT CDP 04-50 TO ALLOW FOR THE DEMOLITION OF AN EXISTING SINGLE-FAMILY RESIDENCE AND THE CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE AND DETACHED GARAGE ON A .22 ACRE SITE LOCATED AT 1200 CHINQUAPIN AVENUE WITHIN THE MELLO H SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE1. CASE NAME: RHODES RESIDENCE CASE NO.: CDP 04-50 WHEREAS, Glen Rhodes, 'T>eveloper/Owner," has filed a verified application with the City of Carlsbad regarding property described as Parcel 1 of Parcel Map No. 4498, filed in the office of the County Recorder of San Diego County, February 26,1976, File No. 76-056174 of Official Records, being a portion of Tract No. 242 of Thum Lands, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1681, filed in the office of the County Recorder of San Diego County, December 9,1915 ("the Property"); and WHEREAS, said verified application constitutes a request for a Coastal Development Permit as shown on Exhibits "A" - WG" dated May 4, 2005, on file in the Planning Department, RHODES RESIDENCE - CDP 04-50 as provided by Chapter 21.201.040 of the Carlsbad Municipal Code; and WHEREAS, the Planning Commission did, on the 4th day of May 2005, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the CDP. 11. Prior to the issuance of building permits, the applicant shall apply for and obtain a 2 grading permit issued by the City Engineer. 3 12. All construction activities shall be planned so that grading will occur in units that can be easily completed within the summer construction season. All grading operations shall be limited to April 1 to October 1 of each year. All areas disturbed by grading shall be r planted within 60 days of initial disturbance and prior to October 1 with temporary or permanent (in the case of finished slopes) erosion control methods. The October 1 6 grading season deadline may be extended with the approval of the City Engineer subject to implementation by October 1 of erosion control measures designed to prohibit 7 discharge of sediments offsite during and after the grading operation is completed. Extensions beyond November 15 may be allowed in areas of very low risk of impact to sensitive coastal resources and may be approved either as part of the original coastal 9 development permit or as a formal amendment to an existing coastal development permit. 10 13. If building permits are not issued within two years of the demolition of the existing structure, at issuance of building permits, the Developer shall pay to the City an inclusionary housing in-lieu fee as an individual fee on a per market rate dwelling unit 12 basis in the amount in effect at the time, as established by City Council Resolution from time to time. 13 Engineering 14 . General 15 14. Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval from, the City Engineer 17 for the proposed haul route. 10 15. Developer shall depict all proposed erosion control protection measures on the grading plan to ensure no offsite siltation occurs as a result of this project. Developer is responsible to install and maintain erosion control devices to the 20 satisfaction of the City. 16. Prior to the issuance of a grading permit the proposed under-grounding of utilities „ and the power pole removal as shown on the site plan shall be confirmed by SDG&E. 23 17. Developer shall cause property owner to execute and submit to the City Engineer for 24 recordation the City's standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property. 18. No construction or grading for private improvements shall occur outside the limits of this project unless Developer obtains permission from the affected property 27 owner. 28 19. The existing driveway and curb cut on Chinquapin Avenue shall be used. PC RESO NO. 5864 -5- Code Reminders; 2 20. Approval of this request shall not excuse compliance with all applicable sections of the 3 Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein.4 c 21. Premise identification (addresses) shall be provided consistent with Carlsbad Municipal Code Section 18.04.320. 6 ? NOTICE g Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as 9 "fees/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If j I you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for 12 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 * 3 annul their imposition. 14 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions 15 DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar application processing or service fees in connection with this 16 project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. is" 19 20 21 22 23 24 25 26 27 28 PCRESON0.5864 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED AND ADOPTED at a regular meeting of Commission of the City of Carlsbad, California, held on the 4th day of May following vote, to wit: AYES: Chairperson Segall, Commissioners Baker, Cardosa, Heineman, and Montgomery NOES: ABSENT: ABSTAIN: /o^x9V ^x ^L~— JEFFRE NTSEGALL,^Srperson CARLSBAD PLANNING COMMISSION ATTEST: v>4m / (244 DONNEU Assistant Planning Director PCRESONO.5864 -7- the Planning 2005, by the Dominguez, JUL-17-2006 MON 09:42 AM ENGINSPECTION FAX:7604384178 .*•! "Hi i 4•)'*.'•• -i '«. !• * CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR^ D*rtJ PROJI 1st GRADING PERMIT NO£ APPLICABLE O^lricqrrtpteteor unacceptable d 2nd. 1. 2. 3. 4. 5. 6. 7- Site access to requested lots adequate and logically grooped Site erosion control measure* adequate Overall site adequate for health, safety and welfare of public, i Letter from OwnetfDev. requesting partial release of specific lots, Dads orbldg. ' ' . ^^ 8H" x 11" site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shaV accompany subsequent partial releases). ! £/ ':fi • • •'.)'• a - • EOW certification of work done with finish pad elevations of specific lots ifiti -T^ffP* Letter must state lot (s) is graded to within a tenth (.1) of . fie approved grading plan. ^ r Geologic engineer's letter if unusual geologic or subsurface conditions 9.Fully functional fire hydrants within 500 feet of building combustibles an all weather roads access to site is required Partial release of grading for the abcA/e stated tots « approved f or tr» purpose of buiWlng permit issuance. Issuance of boikSng permits is sti subject to aR normal City ^«rement8 required pursuant to the buiUng permit process. Date ^f/.^x^v." / /IT/* ifi'-M: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. 08/1^3 Planner Chris Sexton Address I&CO (hmailfl n't * Ati Phone (760) 602-4624 ' . Net Project Density:Type of Project & Use: <Sr .,.... 1WJCWI w,P..aity. v. Zonina:r< "~» General Plan: K(JT1 Facilities Management Zone: _/ CFD (in/out) #_Date of participation: Remaining net dev acres:. DU/AC Circle One (For non-residential development: Type of land used created by this permit: ) Legend: ^ Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES _ NO V^TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO.PfOP YES _ NO DATE ^ OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: G/C Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES V NO_ CA Coastal Commission Authority? YES 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): Coastal Permit Determination Form already completed? YES NO_ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES NO V (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N Enter Fee, UPDATE!) Site Plan: H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 001 13 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow property lines easements, existing and proposed structures, streets, existing street improvements right-of-wav width, dimensional setbacks and existing topographical lines (including all side and rear varr slopes). D D 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 3D 1- Applicability:YES \/ NO DTD D 2. Project complies YES V NO l/DD 0TJD crlDD DD Zoning: 1 . Setbacks: Front: Interior Side: Street Side: Rear Top of slope: tf^ /Required O"0 Required fa/fD Required . Reauired l"3' Reauired 2. Accessory structure setbacks: Front: Reauired Of} ' Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: Required Required iP'lD Reauired Required / f> ' Reauired < C/ /e» Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown •>v &>'&) ^l1 s-^t fo* y W ^% Required ^oQ Shown1 ?)O Spaces Required. x- 4. Height: 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown 3LShown D D D Additional Comments.. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\AOMIN\COUNTER\BldgRnchkRevChklst Rev9/D1 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): t**l_j^^ I ^> . f<*^-/ O Name(s) Property Address: J'at GO Street Address City State Zip Code Assessor Parcel No. o< Q6? ~ «x. u? / ' gC / Subdivision: / or Name Lot/Block Parcel No. Project Number: l^JL/ r C/ J1""1 Q «*«s SECTION II - CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY 1. 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: a. Suitable for use as a complete living facility with provisions within the facility for cooking, eating, sanitation and sleeping; b. Occupied by one or more persons; and c. Subordinate to the main dwelling unit. 2. 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. 3. The Property Owner(s) agrees to the following terms and conditions: FRM0006 6/03 PAGE 1 OF 2 a. 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. b. 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. c. 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. e. 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: BY: Property Owner Date Property Owner Date • Owner's Telephone Number(s): (T^O) ^3^- Oi<t(o /( Home Office FRM0006 6/03 PAGE 2 OF 2 c«:r p- " S.f - r- Lf s.f - ^,4- y 6, - fl pi P 0 ? \ 91 4*5"* 4- 1 e n If t- I ST K s-f. = - pisao&c -?^ L( u<g A 'C y Q I ' Z 7I ^4 S^ LA*T^ 1 Vi^X* ^ | • ( i * / f?W-^ J ^/l^ UblS— . jL s- ,i *. I <3 . a ~ o.-J • _/L3\4^ ^. ^.^>" i-^oc*^(IT s^'f&x'? .- fs7o* 6<??<^ > 4>? 14.^ 11,61^ 4,' £g^ f2_Css^ 702-d* ^4l 2oioA f\ (<^^^^ (2.) ^»2.4xt 2.^1^?* %(70*>lG,&S* ^a^o* Zi1 Z7^^ p2. &llo^ ^^( si 2-* p^> C^^°^ 336^ "?' 4^(^ f3 2-./1 9>\ °[ ^ C1 ~\ <^i o -> -, .d.^?u zj i {£-) ^IM <L^Lx7x4 2-Xv462eJ^ ^^^*'> *&&<=('£• 4* f IS" f *[(**>'(z) 5^ |fe*l,4 > ; 4- ( D 4 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD SUITE "I" SANTEE CALIFORNIA 92071 619 258-7901 Fax 619 258-7902 Mr. Glenn Rhodes August 16, 2006 1165 Chinquapin Avenue Project No. 05-1106G6(B) Carlsbad, California 92008 Subject: Foundation Excavation Observation Proposed Two-Story Single Family Residence 1200 Chinquapin Avenue City of Carlsbad, California References:!. "Report of Field Density Tests, Proposed Two-Story Single Family Residence, 1200 Chinquapin Avenue, City of Carlsbad, California", Project No. 05-1106G6, Prepared by East County Soil Consultation and Engineering, Inc., Dated July 20, 2005. 2. "Limited Site Investigation, Proposed Two-Story Single Family Residence, 1200 Chinquapin Avenue, City of Carlsbad, California", Project No. 05-1106G6, Prepared by East County Soil Consultation and Engineering, Inc., Dated July 20, 2005. Dear Mr. Rhodes: In accordance with your request, we have observed the foundation excavations for the proposed two- story, single-family residence at the subject site. The footings have been excavated to the proper depth and width into competent bearing soils and are in compliance with the approved building plans. Foundation excavations, soil expansion characteristics and soil bearing capacity are in accordance with the referenced soil report (Reference No. 2). In addition, the utility trenches under and adjacent to the footings have been properly backfilled and compacted. If we can be of further assistance, please do not hesitate to contact our office. Respectfully: Mamadou Saliou Diallo, RCE 54071, GE 2704 MSD\md EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Mr. Glenn Rhodes July 20, 2005 1200 Chinquapin Avenue Project No. 05-1106G6 Carlsbad, California 92008 Subject: Limited Site Investigation Proposed Two-Story Single Family Residence 1200 Chinquapin Avenue City of Carlsbad, California Dear Mr. Rhodes: In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site to provide the soil engineering criteria for site grading and recommend an appropriate foundation system for the proposed residence. Our investigation has found that the site is underlain by topsoil and colluvium to a maximum depth of approximately 3 feet below existing grade. The colluvium is underlain by medium dense to dense sandstone of the Terrace Deposits Formation to the explored depth of 5.0 feet. It is our opinion that the proposed development is feasible provided the recommendations herein are implemented in the design and construction. Respectfully submitted, Mamadou Saliou Diallo, P.E RCE 54071 MSD/md RHODES PROJECT NO. 05-1106G6 INTRODUCTION This is to present the findings and conclusions of a soil investigation for a proposed two-story, single-family residence to be located at 1200 Chinquapin Avenue, in the City of Carlsbad, California. The objectives of the investigation were to evaluate the existing soils conditions and provide recommendations for the proposed construction. SCOPE OF SERVICES The following services were provided during this investigation: O Site reconnaissance and review of published geologic, seismological and geotechnical reports and maps pertinent to the project area O Excavation of three (3) exploration borings within the limits of the proposed areas of development. The borings were logged by our Staff Geologist. O Collection of representative soil samples at selected depths. The obtained samples were sealed in moisture-resistant containers and transported to the laboratory for subsequent analysis. O Laboratory testing of samples representative of the types of soils encountered during the field investigation O Geologic and engineering analysis of the field and laboratory data, which provided the basis for our conclusions and recommendations O Production of this report, which summarizes the results of the above analysis and presents our findings and recommendations for site development RHODES PROJECT NO. 05-1106G6 SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the north side of Chinquapin Avenue, in the City of Carlsbad, California. The site is occupied by a single-story house along with a 12-foot deep abandoned seepage pit. The property slopes gently to the west. It is our understanding that the existing house will be demolished and replaced with a two-story, wood-framed single-family residence. The structure will be founded on continuous footings with a slab- on-grade floor. FIELD INVESTIGATION On July 8, 2005, three (3) exploratory borings were drilled to a maximum depth of approximately 5.0 feet with a hand auger. The approximate locations of the borings are shown on the attached Plate No. 1, entitled "Location of Exploratory Borings". A continuous log of the soils encountered was recorded at the time of drilling and is shown on Plate No. 2 entitled "Summary Sheet". The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No. 3 entitled "USCS Soil Classification". Following the field exploration, laboratory testing was performed to evaluate the pertinent engineering properties of the foundation materials. The laboratory-testing program included moisture and density, maximum density and optimum moisture content, particle size analysis and expansion index tests. These tests were performed in general accordance with ASTM standards. Plate No. 2 and Page L-l provide a summary of the laboratory test results. SUBGRADE CONDITIONS Topsoil and colluvium were encountered to a maximum depth of approximately 3 feet below existing grade. These soils were composed of sand and silt mixture with a loose to medium dense consistency and a low moisture content. Medium dense to dense sandstone of the Terrace Deposits Formation was underlying the colluvium to the maximum explored depth of approximately 5.0 feet. EXPANSIVE SOILS An expansion index test was performed on a select sample of the colluvium to determine volumetric change characteristics with change in moisture content. An expansion index of 2 indicates a very low expansion potential for the foundation soils. RHODES PROJECT NO. 05-1106G6 GROUNDWATER Groundwater was not encountered during the course of our investigation. The subject site is located at an elevation of approximately 100 feet above Mean Sea Level. We do not expect groundwater to affect the proposed development. Recommendations to mitigate the effects of seasonal perched water are presented in the Drainage section of this report. GEOLOGIC HAZARDS A review of the available geological literature pertaining to the site indicates the existence of the Rose Canyon/ Newport-Inglewood Fault Zone approximately 8.0 Km to the west. Ground shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed residence should be designed in accordance with seismic design requirements of the 1997 Uniform Building Code or the Structural Engineers Association of California using the following seismic design parameters: ISlWdiiER *«&- .- r:*3M# Seismic Zone Factor, Z Seismic Source Soil Profile Type Near-Source Factor, Na Near-Source Factor, Nv Seismic Coefficient, Ca Seismic Coefficient, Cv • ^i^rvALUE *-':-«$& 0.40 B So 1.0 1.1 0.44 0.70 arac»iERENCE wm% Table 16-1 Table 16-U Table 16-J Table 16-S Table 16-T Table 16-Q Table 16-R Based on the absence of shallow groundwater and consistency of the formational material, it is our opinion that the potential for liquefaction is very low. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes site reconnaissance; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed residence provided the recommendations set forth are implemented during construction. RHODES PROJECT NO. 05-1106G6 GRADING AND EARTHWORK Site grading should begin with clearing and grubbing, e.g. the removal of vegetation, topsoil and deleterious materials. All colluvium under the proposed structure should be overexcavated, moisture conditioned within 2 percent over the optimum moisture content and compacted to a minimum of 90 percent relative compaction (ASTM D1557). The overexcavation should extend to the dense sandstone of the Terrace Deposits Formation and at least 5 feet beyond proposed perimeter footings. Proper keying and benching of the subgrade along the adjacent slope to the east should be observed during the grading operation. To prevent any transition between cut and fill within the building pad, the cut portion of the pad should be overexcavated to a minimum depth of three feet below finish pad grade, moisture conditioned and compacted as above. The actual depth and extent of removal should be evaluated in the field at the time of excavation by a representative of this firm. Grading should be performed in accordance with the attached Appendix A. In addition, the abandoned seepage pit should be properly cleaned out and backfilled with compacted fill materials or a concrete slurry mix. FOUNDATIONS AND SLABS a. Continuous footings are suitable for use and should extend a minimum of 18 inches for the two-story residence into properly compacted fill soils. These footings should be at least 15 inches in width and reinforced with four #4 steel bars; two bars placed near the top of the footings and the other two bars placed near the bottom of the footings b. Interior concrete floor slabs should be a minimum of 4 inches thick. Reinforcement should consist of #3 bars placed at 16 inches on center each way within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies". The slab should be underlain by 2 inches of clean sand over a 10-mil visqueen moisture barrier. The effect of concrete shrinkage will result in cracks in virtually all concrete slabs. To reduce the extent of shrinkage, the concrete should be placed at a maximum of 4-inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. RHODES PROJECT NO. 05-1106G6 c. Where moisture sensitive floor coverings are anticipated over the slab, the 10-mil plastic moisture barrier should be underlain by a capillary break at least 2 inches thick, consisting of coarse sand, gravel or crushed rock not exceeding 3/4 inch in size with no more than 5 percent passing the #200 sieve. d. An allowable soil bearing value of 1,725 pounds per square foot may be used for the design of the above footings founded into the properly compacted fill. This value may be increased by 300 psf for each additional foot of width or depth to a maximum value of 4,500 Ib/ft2 as set forth in the 1997 Edition of the Uniform Building Code, Table No. 18-I-A. e. Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An allowable passive pressure of 250 pounds per square foot per foot of depth may be used. A coefficient of friction of 0.35 is recommended. The soils passive pressure as well as the bearing value may be increased by 1/3 for wind and seismic loading. RETAINING "MALLS Cantilevered retaining walls should be designed for an "active" lateral earth pressure of 35 psf/ft (35 pcf EFP) for approved granular backfill and level backfill conditions. Where cantilevered walls support 2:1 (horrvert) sloping backfill, the equivalent active fluid pressure should be increased to 45 pcf. Cantilever walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-third (1/3) the anticipated surcharge pressure. Restrained walls should be designed utilizing an "at-rest" earth pressure of 58 psf/ft (58 pcf EFP) for approved granular and level backfill. Restrained walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one- half (1/2) the anticipated surcharge. Retaining wall footings should be embedded a minimum of 18 inches below the lowest adjacent grade. Retaining walls that are to be located near the top of slopes should be designed to allow a minimum daylight distance of 7 feet laterally from the outside edge of the footing to the slope face. Soil design criteria, such as bearing capacity, passive earth pressure and sliding resistance as recommended under the Foundation and Slab Recommendations section, may be incorporated into the retaining wall design. The design and location of retaining walls RHODES PROJECT NO. 05-1106G6 should be reviewed by our firm for conformance with our recommendations. Footings should be reinforced as recommended by the structural engineer and appropriate back drainage provided to avoid excessive hydrostatic wall pressures. As a minimum we recommend a fabric- wrapped crushed rock and perforated pipe system. At least 2 cubic feet per linear foot of free-drainage crushed rock should be provided. The remaining wall backfill should consist of approved granular material. This fill material should be compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test method. Flooding or jetting of backfill should not be permitted. Granular backfill should be capped with a minimum 18 inches of relatively impervious fill to seal the backfill and prevent saturation. It should be noted that the use of heavy compaction equipment in close proximity to retaining structures can result in wall pressures exceeding design values and corresponding wall movement greater than that associated with active or at-rest conditions. In this regard, the contractor should take appropriate precautions during the backfill placement. SETTLEMENT Settlement of compacted fill soils is normal and should be anticipated. Because of the type and thickness of the fill soils under the proposed footings and the light building loads, total and differential settlement should be within acceptable limits. TRENCH EXCAVATION AND BACKFILL Excavations for foundation and on-site utility trenches may be made vertically for shallow depths and must be either shored or sloped at 1H: IV for depths greater than 4 feet. Utilities should be bedded and backfilled with clean sand or approved granular soil to a depth of at least one foot over the pipe. This backfill should be uniformly watered and compacted to a firm condition for pipe support. The remainder of the backfill should be on-site soils or non-expansive imported soils, which should be placed in thin lifts, moisture-conditioned and compacted to at least 90% relative compaction (ASTM D1557). RHODES PROJECT NO. 05-1106G6 DRAINAGE Adequate measures should be undertaken to properly finish grade the site after the structure and other improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurface drains towards the natural drainage for this area. A minimum gradient of 1 percent is recommended in hardscape areas. For earth areas, a minimum gradient of 5 percent away from all structures for a distance of at least 5 feet should be provided. Earth swales should have a minimum gradient of 2 percent. Drainage should be directed to approved drainage facilities. Proper surface and subsurface drainage will be required to minimize the potential of water seeking the level of the bearing soils under the foundations, footings and floor slabs, which may otherwise result in undermining and differential settlement of the structure and other improvements. FOUNDATION EXCAVATION OBSERVATION Foundation excavations should be observed by our representative prior to the placement of forms, reinforcement or concrete for conformance with the plans and specifications and the intent of the recommendations herein. LIMITS OF INVESTIGATION Our investigation was performed using the skill and degree of care ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. This report is prepared for the sole use of our client and may not be assigned to others without the written consent of the client and ECSCE, Inc. The samples collected and used for testing, and the observations made, are believed representative of site conditions; however, soil and geologic conditions can vary significantly between borings and surface exposures. As in most major projects, conditions revealed by construction excavations may vary with preliminary findings. If this occurs, the changed conditions must be evaluated by a representative of ECSCE and designs adjusted as required or alternate designs recommended. RHODES PROJECT NO. 05-1106G6 This report is issued with the understanding that it is the responsibility of the owner, or of his representative to ensure that the information and recommendations contained herein are brought to the attention of the project architect and engineer. Appropriate recommendations should be incorporated into the structural plans. The necessary steps should be taken to see that the contractor and subcontractors carry out such recommendations in the field. The findings of this report are valid as of this present date. However, changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside of our control. Therefore, this report is subject to review and should be updated after a period of two years. Plates No. I through 3, Page L-l, References and Appendix A are parts of this report. Respectfully submitted, Mamadou Saliou Diallo, P.E, RCE 54071 MSD/md r 4- *ti EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. 10925 HARTLEY RD.. SUITE I. SANTEE, CA 9207 ! (619)258-7901 Fax (619)258-7902 RHODES PROJECT NO. 05-1106G6 PLATE NO. 2 SUMMARY SHEET BORING NO. 1 DEPTH SOIL DESCRIPTION Y M Surface TOPSODL brown, dry, loose, silty, fine sand with rootlets 0.5' COLLUVIUM (Qal) brown, damp, loose to medium dense sand with silt 3.0' TERRACE DEPOSITS FORMATION (Qt) tan, damp, medium dense to dense, silty, fine sand 112.3 4.6 5.0' bottom of boring, no caving, no groundwater boring backfilled 7/8/05 BORING NO. 2 DEPTH SOIL DESCRIPTION Y M Surface TOPSOIL brown, dry, loose, silty, fine sand with rootlets 0.5' COLLUVIUM (Qal) brown, damp, loose to medium dense sand with silt 1.0' " " " " " 105.6 3.3 2.0' TERRACE DEPOSITS FORMATION (Qt) tan, damp, medium dense to dense, silty, fine sand 3.0' bottom of boring, no caving, no groundwater boring backfilled 7/8/05 BORING NO. 3 DEPTH SOIL DESCRIPTION Y M Surface TOPSOIL brown, dry, loose, silty, fine sand with rootlets 0.5' COLLUVIUM (Qal) brown, damp, loose to medium dense sand with silt 4.1 1.5' TERRACE DEPOSITS FORMATION (Qt) tan, damp, medium dense to dense, silty, fine sand 3.0' bottom of boring, no caving, no groundwater boring backfilled 7/8/05 10 MAJOR DIVISIONS COARSE GRAINED SOILS (MORE THAN '/. OF SOIL > NO. 200 SIEVE SIZE) FINE GRAINED SOILS (MORE THAN '/i OF SOIL < NO. 200 SIEVE SIZE) GRAVELS (MORE THAN V4 OF COARSE FRACTION >NO. 4 SIEVE SIZE) SANDS (MORE THAN '/i OF COARSE FRACTION < NO. 4 SIEVE SIZE) SILTS & CLAYS LIQUID LIMIT <50 SILTS & CLAYS LIQUID LIMIT >50 HIGHLY ORGANIC SOILS SYMBOL GW GP GM GC sw SP SM SC ML CL OL MH CH OH Pt DESCRIPTION WELL GRADED GRAVELS OR GRAVEL- SAND MIXTURES. LITTLE 0R NO FINES POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES. LITTLE OR NO FINES SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES WELL GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES SILTY SANDS, SILT-SAND MIXTURES CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTY CLAYS, ORGANIC SILTS PEAT AND OTHER HIGHLY ORGANIC SOILS CLASSIFICATION CHART (UNIFIED SOIL CLASSIFICATION SYSTEM) CLASSIFICATION BOULDERS COBBLES GRAVEL Coarse Fine SAND Coarse Medium Fine SILT AtND CLAY RANGE OF GRAIN SIZES U.S. STANDARD SIEVE SIZE Above 12 Inches 12 Inches To 3 Inches 3 Inches to No. 4 3 Inches to % Inch V. Inch to No. 4 No. 4 to No. 200 No. 4 to No. 10 No. 10 to No. 40 No. 40 to No. 200 Below No. 200 GRAIN SIZE IN MILLIMETERS Above 305 305 To 76.2 76.2 to 4.76 76.2 to 19.1 19.1 to 4. 76 4.76 to 0.074 4.76 to 2.00 2.00 to 0.420 0.420 to 0.074 Below 0.074 •=• 30 ••II-• 1 1 •1 1 I/1 I/I I/I & l/i IX /ftie=3c»!Xi utML »/l /I 1 | »| IX /i ! 1 1 l l 1 1i y J/ \ \ \\ \ MMiCM I 1 | i 1 JO «0 30 40 70 U M 100 GRAIN SIZE CHART UQUIO uwr (u.!. -. PLASTICITY CHART EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE T SANTEE, CALIFORNIA 92071 U.S.C.S. SOIL CLASSIFICATION RHODES PROJECT NO. 05fll06G6 PLATE NO. 3 JULY 20, 2005 RHODES PROJECT NO. 05-1106G6 PAGE L-l LABORATORY TEST RESULTS MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT (ASTM D1557) The maximum dry densities and optimum moisture contents of the fill materials as determined by ASTM D1557-91, Procedures A and B which use 25 blows of a 10 pound slide hammer falling from a height of 18 inches on each of 5 equal layers in a 4 inch diameter 1/30 cubic foot compaction cylinder and Procedure C which uses 56 blows of a 10 pound slide hammer falling from a height of 18 inches on each of 5 equal layers in a 6 inch diameter 1/13.3 cubic foot compaction cylinder are presented as follows: SOIL TYPE/ PROCEDURE I/A DESCRIPTION TAN SILTY FINE SAND MAXIMUM DRY DENSITY (PCF) 127.0 OPTIMUM MOISTURE CONTENT (%) LOCATION 7.8 B-l @ 1.5' EXPANSION INDEX TEST (ASTM D4829) INITIAL MOISTURE CONTENTS 8.2 SATURATED MOISTURE CONTENTS 15.7 INITIAL DRY DENSITY EXPANSION (PCF} INDEX 116.7 0 LOCATION B-l @ 1.5' PARTICLE SIZE ANALYSIS (ASTM D422) 1" 1/2" 3/8" #4 #8 #16 #30 #40 #60 #100 #200 uses - - . 100 99 88 71 37 18 10 SP-SM - 100 99 98 97 90 77 46 30 22 SM 11 RHODES PROJECT NO. 05-1106G6 REFERENCES 1. "1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions", Published by International Conference of Building Officials. 2. "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", Published by International Conference of Building Officials. 3. "Geologic Maps of the Northwestern Part of San Diego County, California, Plate No. 1, Geologic Map of the Oceanside, San Luis Key, and San Marcos 7.5' Quadrangles, San Diego County, California", by Siang S. Tan and Michael P. Kennedy, 1996. 12 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1. General Description The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans. The owner shall retain a Civil Engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test earthwork in accordance with these specifications. The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. Preparing Areas to be Filled (a) All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground shall be removed unless the report recommends otherwise. Any buried tanks or other structures shall be removed and the depression backfilled to the satisfaction of the engineer. (b) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches (12"). (c) After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with ASTMD1557-91. (d) Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into the firm natural ground. The initial bench at the toe of the fill shall be at least 15 feet in width on firm undisturbed natural ground. The width of all succeeding benches shall be at least 6 feet. APPENDIX A 3. Fill Materials All material shall be approved by the engineer and shall consist of materials free from vegetable matter, and other lumps greater than 6 inches in diameter. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soils reports not covered herein shall become an addendum to these specifications. 4. Placing and Compacting Fill Materials (a) When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. (b) When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. (c) After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6")- Each layer shall be spread evenly and shall be thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer. (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth hi paragraph 2 (c) above. Compaction shall be accomplished with approval types of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed hi accordance with ASTM D1556-90. (e) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. 5. Inspection Sufficient inspection by our firm or the Soil's Engineer of record and/or his/her representative shall be maintained during the filling and compacting operations so that he/she can verify that the fill was constructed in accordance with the accepted specifications. 6. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached report are a part of these specifications. City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION 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: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: RHODES RESIDENCE CB052833 1200 CHINQUAPIN AV 206-261-27-00 RHODES DEMOLISH EXISTING 768 SF HOME, BUILD NEW 2913 SF HOME AND 1 311 SF SECOND DWELLING UNIT Building Type: Residential: New Dwelling Units SFD WITH SECOND DWELLNG UNIT DEMOLISH 1 SFD-BUILD 1 SFD AND 1 SECOND DWELLING UNIT 2913 Square Feet of Living Area in New Dwelling Second Dwelling Unit: 311 Square Feet of Living Area in SOU Residential Additions: Commercial/Industrial: City Certification of Applicant Information: Net Square Feet New Area Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBADTHE Cl Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) incmitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) 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. Revised 3/30/2006 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 CARLSBAD'UNIHEDSCHOOLDISTOICT NAME OF SCHOOL DISTRICT 5225 & CAMINO REAL CARLSBAD, CA 92008 DATE L- (S-dfe PHONE NUMBER Revised 3/30/2006 [~~"| CARLSBAD UNIFIED SCHOOL DISTRICT \ } JEFFERSON ELEMENMRV | j AVIARA OAKS ELEMENTARY [ | CARLSBAD HIGH SCHOOL [ ~~| CARLSBAD VILLAGE ACADEMY ( I MAGNOLIA ELEMENTARY \ \ AVIARA OAKS MIDDLE SCHOOL RGCSipt NO. [[ CALAVERA HILLS SCHOOL [ | PACIFIC RIM 1 Q 1 4 Q [ ' | VALLEY MIDDLE SCHOOL \ | KELLEY SCHOOL [ ] CALAVERA HILLS MIDDLE SCHOOL aBUENA VISTA SCHOOL \ I HOPE SCHOOL I I OTHER RECEIVED FROM: N — ^f" I ^iA N-^OcXJLXJ HATF" (If Applicable) PARENT OF /olOQ O^' ^ Q UC^^ 'A C*-V <- ' PAYMENT FOR: ACCOUNT NUMBER $ £ckao ^o <2^> 3cZ£ ^ £u -fi. ot-b?> ~ $ $ $ $ /],< •*• \/ a. ^ v/ 7-)?-oU• ••-'- f-' AMOUNT ^q^, ^ RECEIVED BY:z HASH CHECK*TOTAL t -gH?^?.!^ 05-07-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR07083 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1200 CHINQUAPIN AV CBAD PCR 2062612700 Lot#: 0 $0.00 Construction Type: NEW RHODES RES-REVISE RAIL @ DECK TO GLASS Status: ISSUED Applied: 04/24/2007 Entered By: RMA Plan Approved: 05/07/2007 Issued: 05/07/2007 Inspect Area: Applicant: RHODES GLEN B 1165 CHINQUAPIN AVE CARLSBAD CA 92008 Owner: RHODES GLEN B 1165 CHINQUAPIN AVE CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees:$120.00 Total Payments To Date:$120.00 Balance Due:$0.00 Inspector: FINAL APPROVAL —i I n I Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your 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 fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Address (include Bldg/Suitei #? FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel *Existing Use Proposed Use SO. FT.#of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone if Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 15500]). Name State License * Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. fj] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). |~| I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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. Q YES QNO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 1 . 2. 3. 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _ _ PROPERTY OWNER SIGNATURE DATE (•iTUKHIWiWmVWt^Wil^UMffit^^^^ -T'.t-v f-4 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have reed the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. IRAT1ON: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work ized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned any time after the work is commence*jgf'a;period^f 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE / < s5Zs<^ "-*- DATE _ WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In fartnersfiip with government for (BuiCding Safety DATE: May 3, 2007 J3_ APPLICANT JURISDICTION: Carlsbad ' a PLAN REVIEWER a FILE PLAN CHECK NO.: PCR07-83 (Orig.05-2833) SET: I PROJECT ADDRESS: 1200 Chinquapin Ave. PROJECT NAME: Guardrail Revisions for The Rhodes Residence 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: [X] Esgil Corporation staff did not advise the applicant that the plan check has been completed. P~| Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Applicant to provide an approval for changes from The Project Architect. By: Bill Elizarraras Enclosures: Esgil Corporationn GA n MB n EJ n PC 4/26/07 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad PCRO7-83 (Orig.05-2833) May 3, 20O7 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR07-83 (Orig.05-2833) PREPARED BY: Bill Elizarraras DATE: May 3, 2007 BUILDING ADDRESS: 1200 Chinquapin Ave. Revision (Guardrail) BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING I! AREA PORTION (Sq.Ft.) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb RIHn Pprmit Fpp hv OrHinanrp V Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance ^ [ Type of Review: D Complete Review $120.00 Structural Only [~1 Repetitive Fee Repeats Other Hourly | Esgil Plan Review Fee 1 Hour $96.00 • Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc I I City of CARLSBAD BUILDING DEPT — . . . ... & FPT22WH-192 "*|~ FPT23WH-192 if - : FPT25WH-192 FPT26WH-192 -_.... . .* ' Post 31/2x31/2 Post Dura 4x4„ ... _ Post Dura 5x5 PostEcono 5x5 SgSto**aya«^"~rS • -- ,- •:-•.. 16ft 16ft ~-~' 16ft 16ft ..... 0.120" 0.160" - - — -K J, 0.1 5^f" 0.135' -., • 78 55 sr 36- ;,. - 1248 880 ---------- ; 576 576 - - 1318 Ibs 1416 Ibs I _ S-__ 1086 ibs 941 Ibs 0.135V 0.12BHJ- 5" x 5" ECONO POST 15" 3-1/2" s 3-1/2" POST 0.15V- 0.135--J 5" x 5" DURA POST 4" x 4" ECOXO POST I I FRUOWH-192 Rail 2x3 1/2 16ft 0.110*120 1920 1460lbs FRL21 WH-192 FRL22WH-192 FRL23 WH-192 FRL24 WH-192 FRL25 WH-192 Rail 13/4x31/2 Rail Ribbed 11/2x51/2 Rail Ribbed 2x6 Rail Hollow 2x6 Rail Pocket 2x61/2 16ft 16ft 16ft 16ft 16ft 0.110* 0.090' 0.095* 0.120" 0.100* 144 112- 70 70 70 2304 1792 1120 1120 1120 1520lbs 1571 Ibs 1204 Ibs 1351 Ibs 1475 Ibs " HOLLOW RAIL I 3/4" x 3-1/2" RAIL O.OW j 2" x 6" RIBBED RAIL 1-1/2" . ! - ------- s-i/r 1-1/2" s 5 -1/2° RIBBED RAIL I ' For over 20 years vinyl fencing has been used in many parts of the United States. But the vinyl used in the northern and eastern states are just not good enough for the Southwest. WHY? The intensity of the sun in the southwest is 5 times that of the northern and eastern states. DuraMax has been extruding vinyl products for the Southwest since 1983 and we've developed a proprietary vinyl blend called DuraResin. designed specially for the adverse Southwest climate. «A Vinyl Surface with High UV tolerance To Resist Discoloration In The Hot Sun • A Rigid Structure With High Heat Deflection Temperature To Resist Warping In The Hot Sun Capstock LV Properties SubstrateK&hsKut Properties COEXTRUDED VINYL FENCING DuraResin is our proprietor) vinyl formulation that has the best UV properties for the Capstock and the maximum rigidity tor the Substrate. DuraResin delivers 25% Better I'V Preelection and the highest heat load characteristic to withstand the hot southwest sun. Climate Material Capstock Substrate • Hot Sun And Mild Weather • 12 Parts TI02 • 4 Parts UV Inhibitors • Perfected UV Additives • High Rigidity For Minimal Heat Deflection Under The Hot Sun • Ingredients For Proper Cutting And Routing Without Shattering • Mild Sun And Cold Weather • 8-10 Parts TI02 • No UV Inhibitors • Low Rigidity To Avoid Brittleness In Very Cold Weather A look at one of our recent test results shows you all you need to know. Our DuraResin Formulation Guarantees, you'll be buying the absolute highest quality vinyl there is. The Most Durable UV Resistant Blend In The Country Designed Specifically For The Southwest •:-n.'.v»s 3w 'ifj'j* txiiiijff '"hra ! - ' l .*% l ^f. | art-.- Fencing, Path Carers, Jobr-ir: Psn STEEL PLATE ATTACHES THROUGH VINYL TOP RAIL INTO STEEL WITH SELF TAPPING #10 STAINLESS STEEL SCREWS TOP RAIL, WITH 18 GAUGE U-CHANNEL STEEL, INSERTED INTO POST. 4X4 VINYL POST FILLED WITH CEMENT 1.25" U-CHANNEL ATTACHES WITH 2" #10 SELF TAPPING SCREWS EVERY 8"ON 3 SIDES TO HOLD 3/8" TEMPERED GLASS 30" TALL STEEL TOWER ATTACHES THROUGH DECK INTO WOOD BLOCKING ROUTED 2X3.5 HOLE FOR BOTTOM RAIL 3/8" x 8" LAG BOLTS/SCREWS GO THROUGH DECK INTO SUB STRUCTURE OR THROUGH GXlO BLOCKING BETWEEN RAFTERS Designation: C1048 - 90 • Ml Standard Specification for Heat-Treated Flat Glass—Kind HS, Kind FT Coated and Uncoated Glass1 1. Scope 1.1 This spedfication coves fhe requirements for. fiat Dcat-strengtbcocd and Oat fatty tempered coated and ttacoated glass used in general tankfing coastruction- standard. The values given in parentheses are for tnfonnap tion only. 13 The foOowiag precautionaiy caveat pertains caty to tile test method portion, Section tl, of Has spectficxtioa: this standout to establish appropriate safety and hadtk practices and determine tke applicability tf regulatory limi- tations prior to use. 2. Referenced Documents* 2.1 ASTM Standards: C162 Terminology of Glass *«<< c&u«t Products3 C 346 Test Method for 4S<leg Specular Gtoss of Ceramic Materials4 C724 Test Methods for Acid Resistance of Ccramfc Decorations on Architectural Type Glass* C978 Test Method for Pbotodastfc Determination of Residual Stress in a Transparent Glass Matrix Using a Poiariang Microscope and Optical Retardation Com- pensation Procedures' C 1036 Specification for Flat Glass* 2.2 ANSI Standard: Z97.1 Safety Performance $ped&cauons and Methods of Test for Safety Glazing Materials Usod in Buildings5 2.3 Othff Documents: H i»*r *e jwofidiaa af ASTM Ooaumtus C44 da 6A Plxt Gbc^ Ctiaa* afitioa Im. 36.FbbHtted A|rt 1990. -«SL Oe Mat a |4]0 BMMIMT. Nor CPSC I6CFR1201 — OMiwmar Frodnct Safety c^narAt- 3. Termiaoioer 3.1 Dtfimtioiu-fQt 4cfittitit>K of terms used in dm spofffimtion, tefcr to Tennwoloay C1C2. SpedfieationC 1036, and Test Methods C 346 and C 724. * 4.1 Kinds— Rat «Ja» furnished under this specification 4.1.1 KM HS—Heat-strengthened tfass shafl be flat glass, etrhertcampaient or patterned, in accordance «nth theait or yoHKauoU) us aauuiMatiyn mui nee nts of SpedficatioQ C1036 as farther processed to confixm wth the ntpatuaetat hcrdnafier JtJftC^nlOfl jOf oC3BWS%BCdOlljttllOfl KuBBBL 4.twt Kind FT—FnDy tampered glass shall be flat ^ass, either transparent .or patterned in acoorriancff with the appficabfc requiteiBeiHh of ^ectfication C 1036 as farther processed to oonfam with die rcqturcfnents hereosafter 4,2 Conditions Glass famished under this spnriflrafiott shall be'of the foOowing conditkMJS. as specified (see Section 6): 423. CoivBtioa £— Spandrel glass, one surface ceramic . 4JL3 Cc»«fiUo«C— Other coated glass. 4.3 Types, dosses. Styles. Forms. Quofities. anif \ «A«— Glass substrate shaB be of the foOcwiag types, dasses, styles, forms, qoafities, and finishes, as specified <sce Section 6*4.3.1 Type 1— Transparent Glass, Ftat: 4J.1.1 Cfass/— Oean Cfoff 2-rwed Heat-Alisortring and Light-Re- ducing: DCKH02.- C1048 4J.L3 Oass3— Tinted Light-Redvdog: Qafity 4JL2 Type II— Patterned Gkus. FloL- 2—Tteed tetMbtorl»« ttd % >am ii i • IJ""l AIU.UWU ffafe p'-Unor 5. Intended Use 5.1 KiadKS, Types I and n— Heat-strengthened glass is generally twice as strong as annealed glass of the same thickness and configuration. When broken, the fragments are generally somewhat larger than far fairy tempered glass. Intended fiw geneoi glazing lAere additional strength is desired bat not requiring the strength of ftOy tempered glass. may not be mtttbte far JeflnedlvANSr 297.1 or CPSCI6CRH30L S.2 Kind FT, Types I and II— Ftfily tempered &s& is vp to five times as strong as annealed glass of the same thickness and cotragtuatkn. .When broken, it breaks into innumerable small fiagmeots of moos or tea cubical shape. Intended for general glazing and safety glaring soch as s&dug doors, ,iiianoes,ananstow6renc}suics, counter tops, showcases, interior partitions, and other uses where the superior strength characteristics and safety proper- ties of fiitty tempered glass are required. 6. Ordering Information 6.1 Purchasers should sdect the preferred options per- nutted in this specification and inctaoe the foDowing infor- mation in procurement documents: 6.1.1 Title, number, and data of tins specification. 6.13. Kind, condition, type, etas, style, form, quality, finish, and pattern of glass as appficabte^ee Section 4X 6.1-3 Fabrication nqturemeim (see 7.1). -- . 6.IJ Specific location of tang mattes, wben icquiied (see 6.1.6 Custom design or texture requimd (see 7.7). • 6.1.7 Glass ihlckocss (sec &,!). 41.8 Pattern-cut glass or glass over 104 mm (* in.) thkk must be within the tolerances specified (see 8.3). 6.1.9 When suifine or edge compression test is requited for Kind HS or Kind FT glass (sec 9.1J). 6.1.10 When break impact is requited for Bitty tempered (Kind FT) gbss (see 9.U). 6.L11 Color or dnt of glass (see 9^. 6.1.12 Lunimoustransmittaaoe, Class 3 glasses (sec 9.4).6.U3 'When either permanent or tempuimy identifica- tioo tnaricmg is recjniied (see SeufMui 1A 6.1.14 Soi&oe treating or ce>atings for Omdition BandCbnditiOBC glass (see 9.5 and 9j6> 6.1.15 WnenMouUisstaocetestaKqaucdforCbndi- tua B glass or when nojmred tor CbadhlOD C glass utendcd for use as a spaadni (see 1U). 7. Fabrication 7.1 Fabrication — AH fabrication, such as cutting to overall dimensions, edgework, drilled notes, notching, grinding, sandblasting, and etching, shal be pedonned prior to strengthening or tempering and shafl be as sped&d (see Section 6 and 7J). After the gtess has beta heat strengfliened ortcmpeicd,itsfaaUn<itbenK)difi<de»iBptasn»onlBended ?<*''jff^ for fygtffU some ondition No nMxfification shall be made that wffl afiect its stractural Fittings and Hardware — Rcquuements for fittings and haRlware shall be as specified (see Section 6) or as shown on plans 'or drawings. Finings and hat&MOe specified shall vC OQtOm.Mtnte ^fflttt 1Q9SS nSlpnUBflOli Hiniii8fJOB^» 7J Tang Marks— The center of tong marks, when present, snafl be. located a «*»*«"""" of % in. (12,7 mm) from one edge of the glass on thicknesses op to and ifidndxBg 9-5 mm 0k ut)« On thicknesses over 9 5 mm, the Center of long mafka, when present, shall be located at maximum of % in. (19 taut) fioot one edge of the glass. Tong masks shall be located oa a specific edge when specified (see Section 61 For location of tong marks QQ glass with special fabrication or irregular patterns, consult rabncajors. 7.4 J3ufc^o«— Hcat^trcogtnened or fully tempered glass that has been manufactured in a vertical tempering oven contains small suffice depressions «*«*"^fliiine dimples along one edge (see 7 J), Glass mat is passed horizontally through aa oven may contain slight surface waves caused by contact with the rotters. Tois wanness can be detected when viewing reflected images from a distance. 7.5 Stfain Pattern— in heat-strengthened and fidly tem- pered glass, a statin pattern, which is not normally visible. may become viable under certain tight conditions. R is characteristic of these lands of glasses and should not be mistaken as discoloration or nonuaiform tint or color. 7.6 .Resistance to Wind Load— Tb<; support system and the amount of glass deflection for a given set of wind-load conditions must be considered far design purposes. Consult <he manufectarcr to determine the appropriate thickness of heat-strengthened (Kind HS) or fuHy tempered (Kind FIT) glass needed to satisfy fee design wind load and probability of bceakagc design fector for tire required glass. 7.7 Special Surfaces. Types / or //—Custom designs or textures shall be as speckled (see 6,1.6) or as shown on plans or drawings. 7.8 f oWoatfonJ^a-^uIry tempered and heat^trcnglh- encd glass cannot be cut after tempering. AH febricanoc must be performed by m«tmftrttiitaa prior 10 tempering. Consult J6 12:45 FA1 7807397237 GLASSWERKS 0003 C1048 ms fee special triga or Jnegnbr patterns or, when „ required, OB a specific type of oifajp, The foOowng (dec may ibc used as a guide fcr normal 7.8.1 Tempered glsss CM be fimsfaed nitti holes, otd»o^sndUm^pajTklrt notches is smooth-seamed or polished. Minimum P&ftfr--The rimmum width of fines the thickness of the gbos; the ofer req R0.2 V ^ •V ^N ~L U" Rtl f-«**n***«r0ta* VWK TA» FKLS TABLC 1 Toteranea, Urtgh. and WMtfi n«<prtn wtr 7* *i. (WSO owi fton TV to M H. (t«a to «38 flw* «d not owr' ettw tftnensfaX! owr 90 h. (EOO am) «f Otmnriont not over o«v M to. (MM "»n> OMT 99 to. (2438 IBB* posabte fifoiestioa n*ed in tbeibaonmug paalso be met (see Fig. 1). st ifofci— The <&tenoe from any edge of g}ass to neatest point OB rim of bofe must be at least U tiaies the thickness of the glass on gtaa that is 1 2 nun Qftiu.) or kastnthirkntttandatleafl two times the thickness of flic glass on glass that is over 12 mm in thickness (SOB Hg. 2). 7.8.4 Dimensions qfff<0fe?— Circular hofcs must have a diameter at least Vu in. (1.6 mm) greater than the thickness of the gtess. The maximum sire of a hofe most not be mo« than one thittl the narrow dimension of the plate. la other fftan oicular hides, -any corners most have fillets, fits radiusofwlu(±mustbeeqiialtotliethidciKssofthedass(seeHg. 3X7.8.5 Holes near comets most be located so that the nearest edge of hole » at least 6J5 times the thickness of the glass from the tip of the comer when the corner is 90* or more (see Fig. 4)b 7.&6 Notches and cutewts must have fiOcts, the radius of which must-be equal to, or gRsner than, die thickness of the glass (see Fig. 5). 8. Diwotsloil Reqdnaneirts 8.1tempeied ^ass shall be in accordance with the thicknessrequirements of SpedficatiooClOM and as speci5cdtfaeran (see Section 6> AvaflaWe sizes aad thidaiesses of HS and FT are not aMiabte in alt conditions, types, and ,9 12:46 FAI 7807397237 GLASSWERKS 1005 C1048 TABU 2 0449 24404740 ranfa.ki.mnlB.nnta.fMBki.iiiiiiKiMila.mnkt BW «t fa. «K fa. MB fa. m K tt 32 «• 44 «» 7.1 « 15 * PH P4 0W 04 (W P4 (A* flO) («i » tS» H 1*4 222 1 2W 4 *t * 12 <*• 4jB 5 *• tt 02 «t 4* • * Vw 14 » U « «« «• 1J> «t 24 7.1 * 15 * 127 7.1 * W » 1*7 44 Ite 7.1 « ftS 44 %i S4 to 7.1* 154 * t*J8 8M W « 12 Ik a (0 Va 4k 24 H 34 *• 44 * *W 14 *n 2.4 * 32 Kt 7,1 i to 114 to TABLE 3 UOteMlUld Strength KlndHg, twwnat U**, 3 (H) 5 f*WJ 6 (Wl8 (Vu) 10 p*) 1325 33S$( 3325 (W80S) S4QOCHQOO} 7450(327014 t2 000(3500<fl 16000(10000) rtaMTS Consuh nran>ifa.tiireii> or fabcicstois. 8.2 ro/erancft Length, and Wl&hfor Rectangular Shapes for Conditions A. A o^CGtes--5ee requirements in Table 1. 8J Pauem-aa—Udtsss otherwise specified (see Section 10,0 rara 0% in.) thick may exceed the tolerances shown in Table 1 and must be specified (see 6.1.8). Consult the manufacturer or fabricator for tdetances. 8.4 Strips, Conditions A, B, and C Glass—Strips Jfaafl be determined as follows: 8.4.1 Up to 72 in. (7929 mm) Long—Vrbco. the vndth is equal to or less than the length divided by eight - 8.4.2 Over 72 to 96 in. (1929 to 2438 mm) £oflg-~Wben the width is equal to or less than the length divided by seven. 8.4.3 Over 96 to 132 in. (243$ to 3343 mm) Long—When the width is equal to or less than the length divided by five. 8.4.4 The length of uraith ratio of strips may be increased by substituting giac? thicknesses greater than £ mm (% In.) Further inforraatioa may be obtained fiom the t^ass manu- facturer or fabricator. M<j ^*ftifp^C|y»»»J ^f^* ^^ q^^ BSt&UC OK fllft PfOOCSSCS ttSOQ i& manufacturiag tempemt and heat-strengtacoed pastes, these glasses are not as Oat as annealed glass, Ttut deviatioa for flatness depends on thickness, widm, length, and other factors. Usually greater thicknesses yidd flatter products (see 11.6). 84.1 Localized Warp—Localized warp for rectangular shaD not exceed Vu in. (Ij6 mm) over any 12-in. (300<min) span. Locauaed waip fi»r strips shall not exceed ^e io. (2.4 mm) over any 124n. span. 8J^ Tony JCWt— Any locafized kink centered at any tone toodoa sjtall not exceed Vu in. (1.$ mm) in a 2-tn. (50-mm) span. 8-13 Overall Saw and Warpage Tolerances Overall bow and wtpage toiraanota shaH pot exceed the dewadons shown in Tahte 2 when measured in accordance with 11.6. 9.1 Straiffh Requtranatts: 9.1.1 Surface arfEa&Compmsioti(sse 11.7); 9.1.1.1 KindHS. Heat^rengthened Glass— Vftea tested in icoorfance with 11.7, Kind HSgIas$ sbaD haw: either a surfece compression between 3500 and 10 000 pa (24 and 69 MPa)oranedgea>inpressioaofnotlcssCiaa5500psi(38 MPaXorboth. 9.1.1 2 KbdFT. F«ffxrOTp**/(S4w— When specified (see 6.1.10). Kind FT ^ass shall be tested in accofdaace with IlJ^BSndFTgl^shaflhaveasurficecQmpresskniofnot less than 10 000 psi (69 MPa) or an edge compression of not less than 9700 psi (67 MPa), or both. 9-1.2 Impact Test Requirement for Kind FT Glass rp d in accordance withFT gi»s shaH be 11.8. 9.2 <^or<M-7Tnf— The color or tint for each kind, type, class, styte, Boish, or pattern shall be as specified in 6.1.11 and as follows: 9.2.1 TTitf are avahbte n a variety of tints. These type* of glass vary in tint between <£ffcrcnt manufactures and from meft to mdt so some variation in tint may oocoz. 9JL2 Color or Tint Sampies— Ihe iwjocst and particular ptuposeofair/colororlintsaim^e shall be stated in the invitation forbid, tint samples must be heat suengffaenedor fufiytenipeie4asieoj!utxi,fortheau*ctu^tf heat strengthened or fafly tempered passes may cxh&U slight or tint samples shotdd be performed with the glass m the eventual glazed position. .,6 12:46 FAX 7607397237 GLASSWERKS 3 006 C1046 9,3 Transmttartct, Class 2, Styles A and B—to sd&tioa 40 the requirements of this specification (see ILfy Class 2, styles A and B hf in ailmiliiuj; jrfin TtinB tm m aooordaoce . -vim the requtremeuu, for Bhaaiaaat C temnnittancr and /!totrai1SnihtanecmS|xdncationC1036. ^^ <»4 Luminous Tmumittanee, <3m J-44gbfr«tdocJag tanee values. TTie hmmwus tmumttaace steal be at sped* 93 C»^f(MJB--Oniaic40ttedspaixitd glass, duU be Kind HS heat-strengthened or Kmd FTftBy t having a ceramic coating of a specified color w d l fused wuo aitdn^e an mu^ part tf the sur&x of theglass (see 6.1.14). 9*5.1 Appouonct When viewed in accordance with 11.10, scattered pmhota, screen masks, and sawfl opaque particles in the ceramic coating an ] 9.6 Condition C—Other coated gass saatt be Kind HS heat^txengtheoed or Kind FT finly tempered fjass «im a " 1 to modify one oc \ sctaf tftod ^snte 1 or both (33=6.1.14). 10. 104 OroquaKtics in th»^xw5rartioaalidl|x! in accord- ance wid) ibc appGctUe roqtdictDeots lor qoafities <p, <j*, q*, 'Sp^fieaaQaC 1036 aad» specified-»»-»»-™-»-^ in Section 6. •11. Test Methods U.I A CeromieCoated Spandrel Glass: I I.I.I Tetf Specimens—Ptepaie and test in axordanoe with Test Method C978, 1UU rett-Kante 11.1JL1 The expansion match between the glass and ceramic enamel influences significantly the strength charac- teristics of spandrd glass. Proper matdi is essential to ensure that significant reduction in strength does not result due to the ceramic enamel coating. U.L2J2 When coated, cured, and vn&anncaled glass strips are tested in accordance with Test Method C 978, the stress measured in the gN^i at the <^«^»<n"'-gln<a! intertace shall be a maxinram of 220 psi (1^2 MPsO tension or COntpressioa. 11.2 Durability Tests qf Ceramic Coating: 113..1 Test Specimens: 11^,1,1 Spedmens for durability tests siofl have a repte- semative thidmess of ceramic coating of the sane type and cotOT as provided on specimens in ll.l.l. Specimens shafl be fired in a nonna) manner with a pcoducdoa lot. 11.2.12 Specimens for tests to UO2 and 1U14 may be of any cotwenient size. I1JL1J Spednwns for procedures in 11X3 shall be 2% by 2% in. (70 by 70 mm} with seamed edges and rounded comers. it.12 Tesf>brPcnajiO^U» other Test Method A or a H.2J2.1 Test Ma hod A-Ghx Tat (/) Procedure—With a gtossmrtg7 coafonning to Test rfa«WVUMMMMMW OVKW* VWHHr V*««P y^W^ V^BBV^W «H«HiBaq^ VTAWN1 MHWvak KUH0 (MacfcCanaiacvaaysuiiu^praduati^pc&bedsux&cc^ has a wine of 54 J (*ee Test Baemod C346 fin- detailed (2) T& ReaJu-3txa&ao* ff water thromjb pamos cetw&vme&svuriMritevaMtem^fm** base ^ass & ficeang weame^ ceramic with adequate gloss has been fottadto prohibit water entry thm preventing suoh mure. WBW tested, me gtoss vane shaD not be teat than 33 11JLZ2 (J) ^otaftire Ligh^y wmpc m apixountate t by (25 by 7jMna&) am of the eenfflic eoand ooatjag whh tea passes of a sfagb-edgB razor Uade orieofBd towod the ten o'dock and fijur o'dkx± position at an mn^e of 45* to the rnlig* with I«Mfei fair gh^ffgfjfrft 34a. (75-o«n) Anadba. After the ink has been oo the spe«amettfi)r 15 min, appfyatoe abtasi« paste overthe ioe and tcnil) ^nA-aB assay btuih 4UUU toe paste is removed fixxnthe&oeana.Viewtbesaifbbcds{eatmderadi£Eused c eaamd ooadog.remains ui the (5) Test /teuto— Residta! porosity of the oe namel of ink indkate a oating dial toil aQow water moisture penc&atioa that may sesift cnamfl roaring of a separation of the <tirnintc /«• both. 11OJ AOadi Resistance Test- UJ4.t fmcedure— Wsing acid-resistant test equipment as detailed in Commercial Standard CS100-47, proceed as follows: edges, and round (2) Pot a heavy coat of enamdf on one side and fire. (3) Wdgh to the nearest 0.1 mg. (4) Plaos test piece, ostainic side up, in the test apparatas, and heat to 200 to 22ST (93 J to lOTQ. (5) Prepare a 10 % wc^ht solution of sodium hydroxide Add 150 mL of the solution to lest apparatus and place on a hot plate. The POt pfatc should be about 6CXTF OloX^oad all apparatus Aould be sitting in a petti dish when osi the hot plate in case of breakage. (7) Place rubber stopper, mounted oo condenser, into the top plate. (S) After solution begins to boil, time the test for 2 h. (9) At the end of 2 h, remove the test plate to cool (/O) Scrub the test ptate with a stiff bristle brush and deanser. blow dry, and place in a desiccator to remove afl (//) Rcwogh, UA12 r«tf *«s«te— When tested in aoootdanoo with 1 1 J2J.I* weight toss shafl not exceed 90 mg.tU.4 Aad-Re&tanctTcst: lair,toanmaat O, «r o*sa «afat • <r «h ta»c bo« 6«X ,6 12:47 FAX 7807307237 GLASSWERKS C1043 IL2A1 Procedure—Place seven! drops of 1056 dtric acid solution (must be freshly prepared) on a oonnatty I-io. (25.4-mm) diameter watchglast. After 15 «in, rinse m water and dry. U.2A2 r«sr .Rasw&J— When tested is accordanrr with 1 1 .2.4.1, check fbr degree of stain on wetted spot IL2A3 Test Ratings— Test resate shall be rated as follows: AA Hn A+ AB SXtta lOunan uf irifcrm hniriCorbetar i does «K fetor cefeaai 11.2.4.4 Accejxable JUmto—Rating A or better, except those red, maroon, orange, yeQow and other cokxs that arc tflgh hi OTfllCtf of fgdmhttn nf ««frftnjitm^iftf|HKH |^g"V«*» aft 8CcepuHe tnQt a B rating. Coating tatiog fcss man A may require aa overcoat to oomph; mito standaids. 11J Faflout Assistance Test fir Condition B Spandrd Glass or Condition C Glass When Used as a Spaadreb 11 J.I Frequency of Ten>-Uafcss otherwise specified, the test for fallout resistance shall be performed on die initial inspection, aid thereafter only when changes are made in the 113-2 Specimen SZze— Size of specimens shaB be 34 by 76 in. (863 by 1930 mm) with a tolerance of 4<J. -*fcin. (4.8 UJJ with ANSI 237.1. 114.4 retf Procedure— Test fat 100 cycles and repeat with no time delay between cycles. Perform each cycle in sequence as follows: 11.3.4.1 OTK hour at OT (-lPQ,atnbicrt humidity. 1U3A2 During the r^ 3 h,maeBsetemperaliim torn 0 to 140T (-18 lo 60*Q with relative humidity at 95 to 100% when above 40*F (4.4X5. IU.43 Ttum hold for 1 h at 140T (60'Q, 95 to 100 % relative humidhy. 1 1.3,4.4 During the next 3 h. decrease temperature from 140 to OT (60 to -18*Q ambient humidity. 11.3J Fracturing glass— Break ^ass osing a spriQg- loadcd prick punch at the midpoint of either vertical edge. Cracks and fissures that nay develop are pennissftfe. 114.6 Wind Load—A&sc glass has been broken, subject it to a pressure of 4 lb/ft2 (2 IcPa) for Snrin to simulate action Of wind load against a buik&ng. 11.3.7 Interpretation of Tests— Although cracks and fis- sures that may have developed ate permissible, BO opening shall occur through whidi a 3-iiL (7$.mm) sphere may be freely passed. tl.4 Wme, Ream. Suings. and Uaes. Condition A mid Condition C Glass. Type /—Race sample in a vertical position at a distance of approximately 36 io. (1 m) fiom a bride watt of similar background drawing csscq&uty steai^rt lines. Look through die sample at a distance of appfox*- matdy 36 in. from the sample using dayfight without direct sunlight or «*h background fight suitable for observing each type of imperfection. View the sample at aa angle to the surface of not tess than the vision iotetfeteooe angle in the tabfe for the applicable glass in Specification C1036. The One of vision shall he perpendicular to the **i. S« acceptability in accordance with dte Wemish«inSpccific»tionC1036. Scratches, Hubs. Stones, and Gaseous Its-jOi IIJ.1 Condition A. Type /—Place samp«g •— & " posttion appiwtunaKJj' 36 in. (1 m) fiom the «awsri L background tight suitabfc typeofUemisfa.Dctenni]KacceptabiIiryin . 1133. GmtStion C. Type /—Place sample k & --^^ position appmrimairly 10 ft (3 m) from thj %-i^su position. Loolc-thioagh the sampk using dayCgai wi£x%2 ditcct ainlighc of wuk badcgRKtttd It^it suitabi.? :-r tc- seniog each type of Wffitiish Detennuie accept? 3t-"^' — LocoBzed Warp and Overall Bow ojid Wap-~Fa» sample glass fa a &ce-$t*ading vatical poshioa, "^^^ — btocto at the quarter points. Wife the glass in this poseur, place * stm^ttedge IUM^ the concave sut(^ue, p^ffij;^ — and within 1 in. (25.4 mm) of the edge; and measars •£* maximum devtaoon with * taper or feder gage. A <£&. iadkatof may also be used. When the above prooedusss impcactkal fcr huger sizes of 3 mm (% in.) thickness, p^se the glass on a Bat surface, concave side down, and use a €uu hirticalof, reading in QjOOl-in. <0.02-mm) inctemeats, u dctecmfate ovelaH bow and worn. Overall bow and v^p tdemncMahosmmpaicutueaesmTabfc 2 snail apply VTJas the alternative procedure is used (see 8.5 and Table l\ 11.7 5ur^oee ciw? Edge Compression. Kinds HS c.^ jpT-^xamioc spccimeas by the poUiiscopic or Ught reSs:- tioo methods for swfece or edge compressiOQ. Whc& t=: cuge of the apparatus permits examination fbr edge pressioa oaiy, obtain Ac averaged value tat aQ midpoints cf every edge. Accomplish this examination for Conditics. 1 spandrel glass by removing the ceramic coating with fluoric acid or abrasive doth. Index OS and aglass sfidt'Cc ver ptate may be necessary to eliminate the diffusing effect of tit abraded sutr&ce and expose compression color bands. 11.8 Impact Test, Kind FT. FuBy Tempered Glass— Tes and interpret in accordance with ANSI Z97.1 or CPSC 16CFR.1201 as applicable, (see 9.1.3). i 1^ Luminous and Solar Tnmsmittance—Tess. for lumi- nous and solar tiansmittanoe in accordance with Speculcs.- tioaC 1036 (see 9 J and 9-4). Changes in tramnuttaocc frc=; die nominal value are acceptable if they do not exceed ±1 : 11.10 Flaws and Appearance, Condition 8. Coated— Spaodxd glass shall be viewed by light rcCscisc from the viewed surfece. Place die spandrel glass sao;?.: against an opaque back-up material aad in a. verdo, position. Vic* the sampk ftom a distance of apptoxicisiei; 36 in. (I m) for glass blemishes and determine acoeptablliiv C1036. View the sample from a minimum distance of 30 is. (762 mm) for appearance of the ceramic coating. 12. Product Marttog 12.1 The identification marking, when required, S2&. iochide the rnanufadurer's name or trademark, the ^p , and the designation of heat strengthened or fu_; -T I STi—'""" *- <J6 12:48 FAX 7607397237 GLASSWERKS TABLE $ Transmitianeo Values tor Style A and Style B HoafcAteMfaing Glass TOrtrass. mmpn) 25WSOJ 10(0.118) 5.0(0.197) 6«0 fQ J2361 9jQfflL31£t 10.0(0.394) 12.0(0.472) U(OJ090) 34(0.1 18} 5JJ (0.187) 6J)(OJZ36) 8JJ(031S) 1011(01394) TZ09U72J tCinumrort C TfansnvOanoe. 83 60 75 70 65 60 SO ^o8 60 75 70 65 60a Solar Tiwnroanoe. 74 67 SG SZ 45 39 36 74 67 55 Si 45 39 36 ***liaWnii mqr b» <MM far Meqmtfato trfckness. i «n 7.3.1.4 Solar Trmsmittance—Usc Test Method E903. Calculate transmittanoc for solar enetgy from the measured spectral transmittance of the glass using the values for spectral distribution of solar energy received at sea kvdby a surface perpendicular to tfae son's rays through aa air mass of 1.5. TABLE 6 Thickness cmd Toieronce tor Wired Glass Totoance. Thietaess. mm fn,}Ttidtness 5.6(7/32?* 7.6(0287) aj{OJ28; * Hwer appnned by Ui«ler»«W* UOomtoriB far ft* resistance. TABLE 7 Th5ckn*4» and Toleranoe for Patterned Qase Patterns Tot-ranee, TK»m»8. mm frt.;QrtSba iS (3.110) 2^(0X05) *.*(*«» 4.401172} SJS(0219) &S 10266} 7^(0297) ifl 10.1113) 3-8(0.142) 420JRB) SJSfN) 7.1(OL281) 8J(OJJ44) 7.6 Additional Procedure for Type U-Paiianed and Wired Flat Glass: 7.6.1 Transmiuance Sample far Gooes 2 and 3— For specimens with patterned surfaces, grind and polish surfaces to a smooth finish. nrflfc any ton nxwtfwwrf la tHs sttaOanL Una «r out ^tenrferrf ^pgi«lbfff^^ trfmerfchaf daronnnatiff Tfife HOKUM h autjaa la ravfefeft «f eqr dta ^r n« rtscomAta tadaricsl ooc«m«Be»KfmBsf 6«rowe*»tf< flprov^orw»dNi«.yOT HdMcaf otwwiSwa trflfcfi >«oo «^ «Mr«rf. # ynr /«rf »«f your O "s•o Q- Q. <t T" t r 05-07-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR06157 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1200 CHINQUAPIN AV CBAD PCR 2062612700 Lot#: 0 $0.00 Construction Type: NEW REVISED TRUSS CALCS Status: ISSUED Applied: 09/05/2006 Entered By: JMA Plan Approved: 05/07/2007 Issued: 05/07/2007 Inspect Area: Applicant: RHODES GLEN B 1165 CHINQUAPIN AVE CARLSBAD CA 92008 Owner: RHODES GLEN B 1165 CHINQUAPIN AVE CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees:$120.00 Total Payments To Date:$120.00 Balance Due:$0.00 Inspector: PROVAL Clearance: NOTICE: Please take NOTfCE mat approval of your project includes the "Imposit on" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated Bv . Ul/l/VV Date Address (include Bldg/Suite #) / /Business Name (at this address) Legal Description ZDh~ 26 A Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work 2, CONTACT PERSON (if different from applicant) SQ. FT.#of Stories tt of Bedrooms # of Bathrooms ^ Tiei/ Address City APPLICANT Q Contractor Q Agent for Contractor O Owner Q Agent for Owner State/Zip Telephone # Fax # Name 4. PROPERTY OWNER Address /"Zero City State/Zip Telephone # Name Address /f City State/Zip Telephone # 5, CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel 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 ($5001). Name State License # Address License Class City State/Zip City Business License # Telephone tt Designer Name State License tt 6. WORKERS' COMPENS* Address rtiQNf " ••* - City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. l~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7, OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FQfl NON-RESIDENTIAL BUILDING PERMITSONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. '9,.. COJNiSTRUCTIQN LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i)'Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" 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 Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In <Partnersnip with government for Quitting Safety DATE: September 22, 2006 ' JURIS/ JURISDICTION: Carlsbad cJ~FCATTREVlEWER a FILE PLAN CHECK NO.: PCR06-157 (Orig. 05-2833) SET: II PROJECT ADDRESS: 1200 Chinquapin Ave. PROJECT NAME: Truss Revisions for The Rhodes Residence [X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: IX] Esgil Corporation staff did not advise the applicant that the plan check has been completed. I | Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 :• - x " EsGii Corporation In Partnership with government for Quitting Safety DATE: September 14, 20O6 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: PCRO6-157 (Orig. O5-2833) SET: I PROJECT ADDRESS: 120O Chinquapin Ave. PROJECT NAME: Truss Revisions for The Rhodes Residence 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. I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XJ 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. X] The applicant's copy of the check list has been sent to: Glen Rhodes 1200 Chinquapin Ave. Carlsbad, CA. 92008 I | Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:, Glen Rhodes Telephone #: 760-434-0146 Date contacted: f/^/T (byj^) Fax #: / /Mail Telephone i/ Fax*— In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/6/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad PCR06-157 (Orig. 05-2833) September 14, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR06-157 (Orig. 05-2833) JURISDICTION: Carlsbad PROJECT ADDRESS: 1200 Chinquapin Ave. FLOOR AREA: STORIES: REMARKS: Truss revisions DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: September 14, 20O6 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/6/06 PLAN REVIEWER: Bill Elizarraras FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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 residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. The above regulations apply to residential construction, 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. 106.4.3, 1997 Uniform 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 PCR06-157 (Orig. 05-2833) September 14, 2006 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. 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. 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 Q No a 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 Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad PCRO6-157 (Orig. 05-2833) September 14, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad O5-2833) PLAN CHECK NO.: PCR06-157 (Orig. PREPARED BY: BUI Elizarraras DATE: September 14, 20O6 BUILDING ADDRESS: 1200 Chinquapin Ave. Truss Revisions BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Hdg. Permit Fee by Ordinance Plan Check Fee by Ordinance ^ [ Type of Review: D Complete Review $120.00 D Repetitive Fee Repeats D Other ,-n Hourly Structural Only Hour Esgil Plan Review Fee $96.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc SEP-25-2006 08:14 AM P. 01 Jamis A. Chlni, Architect 2120 Jimmy Durante Blvd., Suite 117 Del Mar. CA 92014 •Phone (858) 755-5863 Fax (858) 756-8186 Email :)lm ©designbuildlnc.com 9-19-06 City of Carlsbad Building Department Re: Truss plans and calculation package Rhodes Residence Plan check #05-2833 Dear Sir, The architect of record (structural consultant) has reviewed the truss plans and calculation package for the above mentioned project and it is in compliance for this job. Thank you. James Chinn, Architect SEP-25-2006 98: 14 AM P. 02 , ' * STONE TRUSS COMPANY www.stonetruss.com W STONE TRUSS CO. NIA _E CERTIFIED INSPECTION I.A.S. AA-583 IN STRICT ACCORDANCE WITH UBC.IBC. 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