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Home My WebLink About1190 MAGNOLIA AVE; ; CB051690; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB051690 Building Inspection Request Line (760) 602-2725 Job Address: 1190 MAGNOLIA AV CBAD Permit Type: RESDNTL Sub Type: SFD2U Status: ISSUED Parcel No: 2052109400 Lot #: 0 Applied: 05/13/2005 Valuation: $425,226.00 Construction Type: VN Entered By: SB Occupancy Group: Reference #: Plan Approved: 02/24/2006 # Dwelling Units: 2 Structure Type: MF24 Issued: 02/24/2006 Bedrooms: 5 Bathrooms: 6 Inspect Area: Project Title: SHAMSHOIAN RES-DEMO 1352 SF Orig PC#: HOUSE-NEW 3372 SF SFD,592 SF 2DU,774 SF GAR Plan Check#: Applicant: SHAMSHOIAN LUCIA E 1184 MAGNOLIA AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check AddI Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BID #2 Fee BID #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Red. Water Con. Fee Total Fees: $19,373.00 Owner: SHAMSHOIAN LUCIA E - -------- 1184 MAGNOLIA AVE- CARLSBAD,CA 92008 X s (I-/A\/, \.$1 ,550.64 Meter Size 1$0.00 Add'l Red. Water\Con. Fee $0.00 $1007.92> Meter Fee N $160.00 / $575.064 '2,SDCWA Fee $2,461.00 / $0.00 ,VCFD Pàff Fee $0.00 / $42.52 PFF(3105540) ---- $1,098.99 / '—$0.O0-----PFF•(4305540),. —7 \ ç') \$1 ,014.45 / "k $0.0QLicense-Tax(3104193) \ ,) ,/ \ $0.00 (4304193) $0.00 -$O.00.' Impact.Fee 1- i $301.74 $00.0 Iraffic'11mpact Fee (4305541) ) $340.26 $0 :00 ..Sidewalk Fe .ç.2 I $0.00 $0.00 9LUMBINGTOIAL. 1 $238.00 $0.00 '( ELECTRlCALrTOIAL\ I , $60.00 - $0.00... MECHANICAL1 TOTALl / / $89.00 \ \ $0 00' Housing lmpat FeY / /$2 92500 \ $2,999:00 'H Fee / / $0.00 \ ,'D5/8 - Housing.Credit Fee / / $0.00 $189.00 Master Drainage Fee - / $1,363.06 7 ..,,/ / $985.00 '- Additional Fees / $1,972.36i TOTALPERM IT FEES /2 N ......... Total $19,373.00 //I ~Q$1 \ tsTo Date: 9,37300 Balance Due: $0.00 1 BUILDING PLANS - ___ &O-n () aa ___ATTACHED FINAL APPROVAL nspector: Date: /9 4 7 Clearance: S-01 NOTICE: Please take NOTItE th4(pproval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. Yrfhave 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 connectin 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 L \ERMITAPPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 .• FOR OFFICE USE ONLY PLAN CHECK EST. VAL. •' Plan Ck. Deposit Validated B Date _K NFO CT //?6/t6wO4/A 411&. A.13*4 9 Address (include Bldg/Suite #) Business Name (at this address) P4AeE1 / 4//s X O /IAO No, /,,'13V2_ Legal Description 11 Lot No. Subdivision Name/Number U j,Jo - Phase No. Total # of units 4ON2o2Io ff' O ,,, ,QjL05 0002 (i e Assessor's Parcel # N4Lr ,4i/Ly Description of of Work i Akio -Sin f. CONTACT PERS( Name Name nSkptqy II Address -, #of Stories -/gLI City -07 9 r t/ roi-q /;J441 e4 City Proposed Use CGF" o 1067- # of Be rooms # of Bathrooms Telephone # Fax # Telephone # Name Address City State/Zip Telephone # :CôNTflACTCOMPANYNAME 1 (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 [$5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # WORKERSCOMPENSATION.:.. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C3 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. C] 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 [$1001 OR LESS) a 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 wo!d ~rtisonco r' ation overage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars 0 .0 in cost ompensation, 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: 0 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). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES DNO 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 I address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number / contractors license number): I will provide some of the work, but I have contracted (hire th ollowin rsons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE -.)-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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be Constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. SiRUCTIONLENDING"AGENC __ I hereby affirm that there is a Construction lending agency for the performance of the work for which this permit is issued (Sec. 309710 Civil Code). LENDER'S NAMECL4 r+9-t4rr,.,.) LENDER'S ADDtoo_lb_ÔQ)( ,_/ O.i,)., ._ilii_ij_C 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 Cit' 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 with 1 0 days fro V" date of c permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is co r a o f 180 s ction 6. .4 Uniform Building Code). APPLICANT'S SIGNATURE - DATE HITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection. Request Li±J For: 08/09/2007 Permit# C6051690 Inspector Assignment: PY Title: SHAMSHOIAN RES-DEMO 1352 SF Description: HOUSE-NEW 3372 SF SFD,592 SF 2DU,774 SF GAR Type: RESDNTL Sub Type: SFD2U Job Address: 1190 MAGNOLIA AV Suite: Lot: 0 Location: APPLICANT SHAMSHOIAN LUCIA E Owner: Remarks: RESELERQMj&EDNES. Total Time: Phone: 7608897880 Inspector: Requested By: MIKE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds [Comment UPGRADED METER FROM A 5/8" METER TO A 1" METER WM 07-29 Associated PCRs/CVs Original PC# Inspection History Date Description 08/08/2007 89 Final Combo 07/30/2007 19 Final Structural 05/18/2007 19 Final Structural 04/2512007 39 Final Electrical 03/08/2007 22 SewerfWater Service 02/23/2007 22 Sewer/Water Service 10/13/2006 17 Interior Lath/Drywall 10/13/2006 23 Gas/Test/Repairs 10/12/2006 17 Interior Lath/Drywall 10/12/2006 18 Exterior Lath/Drywall 10/12/2006 23 Gas/Test/Repairs 10/03/2006 14 Frame/Steel/Bolting/Welding 10/03/2006 16 Insulation Act lnsp Comments NS PD RESET FOR THURS. NR PY NO ENTRY CO PY SEE NOTICE PA PC EMR AP PY AP PY AP RB AP RB AP R AP RB NR RB AP PY AP PY Inspection List Permit#: CB051690 Type: RESDNTL SFD2U SHAMSHOIAN RES-DEMO 1352 SF HOUSE-NEW 3372SF SFD,592 SF 2DU,77 Date Inspection Item Inspector Act Comments 08/09/2007 89 Final Combo PY AP 08/09/2007 89 Final Combo - RI RESET FROM WEDNES. 08/08/2007 89 Final Combo - RI side door will be open 08/08/2007 89 Final Combo PD NS RESET FOR THURS. 07/30/2007 19 Final Structural PY NR NO ENTRY 07/30/2007 19 Final Structural - RI 05/18/2007 19 Final Structural PY CO SEE NOTICE 04/25/2007 39 Final Electrical PC PA EMR 03/08/2007 22 Sewer/Water Service PY AP 02/23/2007 22 Sewer/Water Service PY AP 10/13/2006 17 Interior Lath/Drywall RB AP 10/13/2006 23 Gas/Test/Repairs RB AP 10/12/2006 17 Interior Lath/Drywall RB AP 10/12/2006 18 Exterior Lath/Drywall RB AP 10/12/2006 23 Gas/Test/Repairs RB NR 10/03/2006 14 Frame/Steel/Bolting/Weldin PY AP 10/03/2006 16 Insulation PY - AP 09/28/2006 14 Frame/Steel/Bolting/Weldin PY PA SEE LIST RECHECK AT INSULATION 09/28/2006 24 Rough/Topout PY AP 09/28/2006 34 Rough Electric PY AP 09/28/2006 44 Rough/Ducts/Dampers PY AP 09/27/2006 84 Rough Combo PY NS 09/26/2006 14 Frame/Steel/Bolting/Weldin PY CO SEE NOTICE ATTACHED 09/26/2006 24 Rough/Topout PY AP 09/26/2006 34 Rough Electric PY CO 09/26/2006 44 Rough/Ducts/Dampers PY CO 09/20/2006 17 Interior Lath/Drywall PY NR 09/13/2006 14 Frame/Steel/Bolting/Weldin PY PA PORCH ROOF 09/05/2006 18 Exterior Lath/Drywall PY WC 07/20/2006 11 Ftg/Foundation/Piers PY WC 07/03/2006 15 Roof/Reroof TP AP 06/30/2006 15 Roof/Reroof TP NS 06/27/2006 15 Roof/Reroof RB CO STOP - TOO MUCH MISSING - SEE NOTICE ATTACHED 06/20/200613 Shear Panels/HD's PY AP 06/19/2006 83 Roof Sheathing/Ext Shear PY NS 05/02/200613 Shear Panels/HD's PY CA 05/02/2006 14 Frame/Steel/Bolting/Weldin PY CA 05/02/2006 16 Insulation PY CA 05/01/200613 Shear Panels/HD's PY WC 05/01/2006 14 Frame/Steel/Bolting/Weldin PY PA SUB FLOOR 05/01/2006 16 Insulation PY WC 04/28/2006 24 Rough/Topout PC PA UNDERFLOOR 04/28/2006 34 Rough Electric PC WC Friday, August 10, 2007 Page 1 of 2 04/28/2c506 44 Rough/Ducts/Dampers PC PA UNDERFLOOR 04/19/2006 65 Retaining Walls PY CA 04/18/2006 11 Ftg/Foundation/Piers PY WC 04/18/2006 66 Grout PY AP 04/10/2006 11 Ftg/Foundation/Piers PY AP 03/31/2006 21 Underground/Under Floor PY AP I Friday, August 10, 2007 Page 2 of 2 05/18/27 14:09 7609317634 COVEY COMMERCIAL PAGE 82 City of Carlsbad 1635 Faraday Avenue, Carlsbad California 92008 I INSPECTION RECORD .. INSPECTION RECORD CARD WITH APPROVED PLANS 'I MUST BE KEPT ON THE JOB CALL PRIOR TO 4:00 P.M. FOR NEXT WORK DAY INSPECTION BUILDING INSPECTION: (760) 602-2725 S CB051690 IIBOMAGNOLIAAVCBAD 108 ADDRESS: I SHAMSHOIPN RES-DEMO 1352 SF LOT NOJSUITE: HOUSE-NEW 3372 SF SFD,592 SF 2DU,774 SF G OWNERS NAME: RESDNTL SFD2U USE/OCCUPANCY Low: SHAMSHOIAN LUCIA E k!ONTRCTOR __ APPIUWrfl 10 COVER Type of Inspection Date Inspector -- Notes BUILDING FOUNDATION REINFORCED STEEL MASONRY IFW ROUT 0 WALL DRAINS TILT PANELS POUR STRIPS S COLUMN FOOTIN & SUBFRAM,MFLOOR 0 CEILING ROOF SHEATHING EXT. SHEAR PANELS 0 co FRAME ,' / INSULATION EXTERIOR LATH INTERIOR LATH & DRYWALL FINAL PLUMBING S O SEWER AND BIJCO 0 PLICO. UNDERGROUND 0 WASTE 0 WATER 3/3/ , — S TOP OUT 0 WASTE IPKVATER FIXFQ trim WATER HEATER D?YLAR WATER FINAL ELECTRICAL : 13 iTRICUDERGROUND 0 UFER -, 'Utjij-r ejt'TIC WALLS .R94JGH ELECTRIC CEILING SERVICE 0 TEMPORARY o BONDING 0 POOL I ' -1 FINAL S MECHANICAL UNDERGROUND DUCTS & PIPING PUCT&PLEM.O REF. PIPING —HEAT -AIR COND. SYSTEMS f_7 VENTILATING SYSTEMS . -. FINAL 111- ,rvjrct. I JtJY WYflCV JILL jlrrflLjflflhj IC II LAWS Amu Vt flf Vt MLFN AIPNL JVflSI - FINAL Sign When Appropriate Building Dept. (Inspections) (760) 602-2725 Fire Department (760) 602-4660 Planning Department (760) 815-6708 Engineering Dept. (Inspections) (760) 438-3891 Building Inspectors (7am-4pm) (760) 602-2700 CMWD (760) 438-2722 Ext 7151 /'c / i - S RFV. 1/004 SEE BACK FOR SPECK NOTES I Ic U--. LYA1Y 18 2007 Date: ui 1)1% sloN Permit Type: RESDNTL Sub Type: SFD2U tLm Ifl fl TT IflflITfl.j]ftL!IIlHID-IIiflT IFOV' Dept: Buildind/ EnqfneeiacVPIanninu CMWD St. Lite Fire 7 Plan Check #: Permit #: CB051690 Project Name: SHAMSHOIAN RES-DEMO 1352 SF HOUSE-NEW 3372 SF SFD,592 SF 2DU,774 SF GAR Address: 1190 MAGNOLIA AV Lot: Lf Contact Person: MIKE Phone: 7608897880 Sewer Dist: CA Water Dist: CA Inspected 7,1 Date / By: Inspected:J/2( ?Approved: —1pproved: Inspected Date By: _____ Inspected: __ Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Comments: I riIrrnI;rni Dept: Building Engi Plan Check #: ectlon DPlanninCMWD St Lite Fire Date: PLANNING DEPT TRACKING DESK REC'D:42 Vx pc 0 çLf 05/18/2007 poS-O Permit #: CB051690 Permit Type: RESDNTL Project Name: SHAMSHOIAN RES-DEMO 1352 SF Sub Type: SFD2U HOUSE-NEW 3372 SF SFD,592 SF 2DU,774 SF GAR Address: 1190 MAGNOLIA AV Lot: 0 Contact Person: MIKE Phone: 7608897880 Sewer Dist: CA Water Dist: CA Inspected Date By: Inspected:5—L4 -7 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: _JIf _ MOP i 0 0 P.O. Box 1195 F-4-liFTI$TEIj0 j#0 0 - •0 Lakeside, CA 92040 (619) 443-0060 To •. date fooi,'v- Es,wgr,o,ys -iwi q -r4ff "v -r'i€. K / o -r , 7iioic 05) -9--o 1/o F10 0 • From:__ SOIL TESTERS R'PRE In EsGil Corporation In (Partnership with Government for Bui1ding Safety DATE: October 21, 2005 0 APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 05-1690 SET: II PROJECT ADDRESS: 1190 Magnolia Avenue PROJECT NAME: Custom Duplex for Shamshoian The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. Lii The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI 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. LI The applicant's copy of the check list has been sent to: U 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 U REMARKS: Attention City Staff; the project square footage has decreased. By: Bryan Zuppiger Enclosures: Set I Esgil Corporation fl GA Ej MB EEJ E1 Pc 10/13/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners/lip with government for Building Safety DATE: May 31, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1690 SET: I PROJECT ADDRESS: 1190 Magnolia Avenue PROJECT NAME: Custom Duplex for Shamshoian U APPLICANT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I The applicant's copy of the check list has been sent to: Michael Shamshoian 1184 Magnolia Avenue Carlsbad, CA 92008 LII Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mi hael Shamshoian Telephone #: 858 245 6421 Date contacted: /Sby: Fax #: 7 71? 7-fct Mail --Telephone Fa In Person Lii REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation r-1 GA [:1 MB EEJ E] PC 05/17/05 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlbad 05-1690 May 31, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-1690 JURISDICTION: Carlsbad PROJECT ADDRESS: 1190 Magnolia Avenue FLOOR AREA: See Below Dwelling 4751 ft2 Garage 74 ft2 Deck(s) 266 ft2 DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: May 31, 2005 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: 29'-8.75" at magnolia elev. sheet A11B DATE PLANS RECEIVED BY ESGIL CORPORATION: 05/17/05 PLAN REVIEWER: Bryan Zuppiger 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 1999 NEC (all effective 11/1/02). 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 05-1690 May 31, 2005 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 3. Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per UBC Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that theyhave been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Carlsbad 05-1690 May 31, 2005 . GENERAL RESIDENTIAL REQUIREMENTS 5. Glazing in the following locations should be of safety glazing material in accordance with UBC Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position. See the door between the Foyer and Living room. Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. . ROOFING 6. Specify on the plans the following information for the balcony materials, per .UBC Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 7. Show drains and overflows at the balcony(s). UBC Sections 1506.2 and 1506.3. 8. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. . CONCRETE AND MASONRY 9. Provide ICBO report # or equivalent or show anchored veneer support and connections attached to wood at the chimney, comply with UBC Section 1403. Show #9 wire ties in horizontal joints, etc. For "Adhered Veneer" applications show compliance with UBC Section 1403.5.3. . FOUNDATION REQUIREMENTS 10. In Seismic Zone 4, each site shall be assigned a near-source factOr. Identify this value in the soils report and on the plans. UBC Section 1629.4.2. 11. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. UBC Section 1804.5 12. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 'Carlsbad 05-1690 May 31, 2005 13. If the soils engineer recommends that he/she review the foundation excavations note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 14. Please incorporate the slab subgrade thickness from the soils report into the plans. FRAMING 15. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Or submit a deferral. 16. Show draglines and girder trusses on the plans. 17. Note on the plan that the structural consultant shall provide a letter of review for the truss plans and calculations with their submittal. 18. Check all headers for reactions from the Girder trusses. 19. Include the FAU and platform on in the truss layout and calculations. 20. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs, 22" x 30" may be used if the equipment size allows. 21. Please label and cross-reference all beams on the plans to the calculations, without the labeling and cross-referencing, I can not effectively determine code compliance or consistency between the plans and the calculations. Based on the response more corrections may follow. 22. The length of each designed shear panel must be dimensioned on the plans. These dimensions should be shown wherever the shear panels are called out. Based on the response more corrections may follow. 23. In open beam construction, provide strap ties across the beams at the ridge support. UBC Section 2303.8. 24. Please detail the second story holdowns. 25. Please detail the beam to beam connections. 'Carlsbad 05-1690 May 31, 2005 Nails for shear transfer connection (using A35's, etc.) may not be driven, parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJl flanges. . ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. In addition to the information shown on the plans, show on the plan the amperage and location of sub-panels. Subpanels are not approved in garage firewalls, bathrooms, clothes or linen closets. Show on the plans a wall receptacle adjacent to each lavatory in the bathroom. See the powder room. NEC Art. 210-52(d). . MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Based on the response more corrections may follow. Show source of combustion air to furnace per Chapter 7 UMC. Specify the location and sizes of both of the combustion air openings. Show minimum 30" deep unobstructed working space in front of furnace. UMC Section 903. 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. 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. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 904.1. Provide installation details for furnaces located under the floor, UMC Section 909.0, or located on the roof or the building exterior, UMC Section 910.0. The maximum length of a clothes dryer duct is 14 feet with (two) 900 elbows. All terminations shall be 3' from any opening in a building. UMC Section 504.2.2. 'Carlsbad 05-1690 May 31, 2005 . PLUMBING (UNIFORM PLUMBING CODE) Show water heater size (1st hour rating), type, and location on plans. UPC Section 501.0. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Please show drainage fittings in the island sink detail on the Cover sheet below the trap. . NOISE INSULATION (DUPLEXES) Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. CBC Title 24. . ENERGY CONSERVATION The regulations require a properly completed and properly signed Form CF-1 R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. 'Car1bad 05-1690 May 31, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1690 PREPARED BY: Bryan Zuppiger DATE: May 31, 2005 BUILDING ADDRESS: 1190 Magnolia Avenue BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling 4751 City Valuation 455,608 garage 174 deck(s) 266 Air Conditioning Fire Sprinklers TOTAL VALUE 455,608 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance I $1,643.041 Plan check Fee by Ordinance v I $1,067.981 Type of Review: P1 Complete Review fl Structural Only F-1 Other LI Repetibve Fee Repeats Hourly Hour * Esgil Plan Review Fee I $920.10 Comments: macvalue.doc DATE: -541 BUILDING ADDRESS: !J4 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER PLANCHECK NO.: CB 05/676 EST VALUE: Cit BUILDING P of Carlsbad 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 -rfi,IIu oil t-nmmantc nttqrhPH ne fiItirp fn rnmrIv DENIAL Please se t ached report of deficiencies marked w 0. M e necessary corrections to plans or sped for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON LI Dedication Application Name: Tan iya Barrows LI Dedication Checklist City of Carlsbad LI Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 LI Improvement Checklist Phone: (7601602-2773 LI Neighborhood Improvement Agreement CFD INFORMATION LI Grading Permit Application .. . Parcel Map No: LI Grading Submittal Checklist Lots: LI Right-of-Way Permit Application Recordation: LI Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet . A-4 FABUILO f&dACveflue. Carlsbad, CA 920081.7314 • (760) 602-2720 • FAX (760) 600' C BUILDING PLANCHECK CHECKLIST A(4 pfr 7á2v5 SITE PLAN z2i'c.e 0ci-d. W3 c* ___ 3V Provide a fully dimensioned site plan drawn to scale. Show: A North Arrow F. Right-of-Way Width & Adjacent Streets 0 0 B Existing & Proposed Structures E. Easements xisting Street Improvements roperty Lines (show all dimensions) G. Driveway widths J. Existing or proposed irrigation service Existing or proposed sewer lateral Existing or proposed water service 60 0EJ d'~- Show on site plan: Drainage Patterns A. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, 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. F:BUILDNG PIANCHECK CKLST FORM doc 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.___________________________________________________________ 4b. All conditions are in compliance Date: DEDICATION REQUIREMENTS 0 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 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 0 0 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:BUJLDING PLANCHECK CKLST FORMA= 3 Rev. 7114100 -- BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 flD E El 00 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: On o 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.060 of the Municipal Code.. 0 0 0 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. 0 0 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 D ,Lk3Dl q approval 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:\BUILDING PLANCHECK CKLST FORMA= 4 Rev. 7/14100 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD El El El 7d. No Grading Permit required. El El 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS El El 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: El El El 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you 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: El El El 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 'Ott( )0z aG5es (El Lt2"i 1.~Rquired fees are attached ' ed avl 4.4t No of required L /of ,he'c9. 1 WATER METER REVIEW 4IJ3 cLo IT 'r C'VVli'j El El El 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:\8UILING PLANCHEC)( CKLST FORM.doc 5 Rev. 7/14100 V BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). 0 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 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: Q STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. 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 3. 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:BUfl.DING PLANCHECK CKLST FORM.doc 6 Rev. 7114100 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. fl El El 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. 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. U U fl 13. Additional Comments: F:\BUILDING Pt.ANCHECK CKLST FORMA= - Rev. 7l14100 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET o Estimate based on unconfirmed information from applicant. O Calculation based on building plancheck plan submittal. Address: If'O /t1g94f)('0 ,41A..L. Bldg. Permit No._____________________ Prepared by:___________ Date: it (7' 3 Checked by: Date: EDU CALCULATIONS: List types gnd square f5ages for all uses. Types of Use kwA k1ba. Ft./Units: -}- EDU's: H7P Types of Use: S:lDuk Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: -E5F Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: . ADT's: I (I AF) FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) -1. PARK-IN-LIEU FEE PARK AREA&#: FEE/UNIT: X NO. UNITS: =$_____________ TRAFFIC IMPACT FEE ADT's/UNITS: /4.2-fr X FEE/ADT: 9 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ADTs/UNITS: X FEE/ADT: =$____________ 0-4. FACILITIES MANAGEMENT FEE ZONE:________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: 4 - 5. SEWER FEE I EDU's: X FEE/EDU:______ =s_____________ BENEFIT AREA: EDU's: . X FEE/EDU: 0 6. SEWER LATERAL ($2,500) 4 DRAINAGE FEES PLDA : HIGH - /LOW_____ ACRES: 4i X FEE/AC: ?3 /qo3'i'? POTABLE WATER FEES (sc',) ao UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION lof2 F:FEE CALCULATION WORKSHEET.doc Rev. 7114/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 S o g RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $____________________ *NOTE: This calculation sheet is NOT a complete list of all fees which maybe due. Dedications and Improvements may also be required with Building Permits. 20f2 F:FEE CALCULATION WORKSI-IEET.doc S Rev. 7/14(00 H. Date d2Ak1/O7; Date E!ARrErrE.FM ,l ,• FEB-24-2006 FRI 12:22 PM ENGINSPECTION FAX:7604384178 i P.001 I. CITY OF CARLSBAD GRADING INSPECTION CHECKLIST P FOR PARTIAL SITE RELEASE PROJECT INSPECTOR I2L.dd 05 DATE:_____________ PROJECT IDflO_ IS; &#PL ff4-GRA INC PERMIT NO. 1&r LOTS REQUESTED FOR RELEASE: 17 I N/A = NOT APPLICABLE .I=COMPLETE j ncà mplet or unacceptable r15t nd. I I Site access to requested lots adequate and logically grouped Site erosion control measures adequate. - 3. Ov?eraflsite adequate for health, safety and welfare of public. Letter from Cwner/Dev. requesting partial release of specific lots, pads or bldg. 8W x site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. (if soils:report has I been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying; specific lots for release shall accompany subsequent partial releases). EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to :within: a tenth (.1) of the approved grading plan Geologic engineer's letter if unusual geologic or subsurface conditions exist.' 9. 1 Fully functional fire hydrants within 500 feet of building combustibles arid an all weather roads access to site is required. itialreleaseiof adirig for the above stated lots is apfroved for the purpose of building JpesLrnit issuancig. Issuance of building permits is still subject to all normal City uirèrnents reuired pursuant to the building permit pres. Patial release of the site is denied for the following reasons: I! • 4 PLANNING DEPARTMENT 2 BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 'S ô Address It LO 1ILf4SN 0L./fic Planner iM ( Phone (760) APN:I CZ q Type of Project & Use: Net Project Density: DU/AC Zoning:. U General Plan:_LI2A Facilities Management Zone: I CFD (In/out) &..Date of participation: Remaining net dev acres:______ (For non-residential development Type of land used created by this Circle One permit: ) Legend Item Complete' 0 Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION:_________________ Compliance with conditions of approval? if not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ____ NO TYPE_________ APPROVAL/RESO. NO. DATE_____ PROJECT NO. OTHER RELATED CASES:__________________________________________ Compliance with conditions or approval? if not, state conditions which require action. Conditions of Approval: Coastal Zone Assess ment/Compilanc. Project site located in Coastal Zone? YES____ 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 Renuired or ExemDfl: Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log Follow-Up Actions: . Stamp Building Plans as MExempf or "Coastal Permit Required (at minimumFloor Plans). Complete Coastal Permit Determination Log as needed. - 'titi 0 0 Inclusionary Housing Fee required: YES/ V. NO (Etfectivedate of lnclusionary Housing Ordinance - May 21, 1993J Data 1r— NO___ 5c: 7I7 ' or (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y(N, Enter Fee, UPDATE!) Site Plan: HMOMINCOUNTERBIdgPlnchkRevChIdst - - JED EM j0o Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width, dimensional setbacks S and existing topographical lines (including all side ind rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidellnei ApplicabilIty. YES Project complies Zoning: •. . S Setbacks: Front. Required Shown interior Side: Required TT7T Shown —lV Street Side:. Required Shown Rear. Required Shown Top of slope: Required Shown_____ Accessory structure setbacks: Front Required Shown interior Side: Required Shown Street Side: Required Shown Rear. Required•_______________ Shown Structure separation: Required Shown Lot Coverage: . Required j-i' 1Q Shown Required Shown (I Spaces Required Shown Height Parking: (breakdown by uses for commercial and industrial- projects required) Residential Guest Spaces Required . Shown Additional Comments DKTO ISSUE AND ENTERED APPROVAL INTO COMPUTER ii Ly1J— DATE HADMNCOUNTEffiBId9PnchkReVChId$t P19V 91 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): M1EALT t Lue.ig i Name(s) Property Address: 1/ ,7*6,00644 ,4Vb. Street Address 4/ZL5Bs4/ City State Zip Code Assessor Parcel No. 2.d5 Z/O... ?R-00 Subdivision: 7Zi3eT 7?/M .4/1Ai NAP / or _ 13 Name . Lot/Block - Parcel No. Project Number: 12b oS° SECTION II- CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as an existing owner-occupied single-family detached dwelling unit and is: 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. The Property Owner(s) listed above hereby certifies that he/she owns the above referenced property, as of the date of this affidavit, and to his/her belief and knowledge, there are no conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment. The Property Owner(s) agrees to the following terms and conditions: FRM0006 6/03 ' PAGE 1 OF 2 The property and residence referenced above must not contain a second residentil .. dwelling unit unless it is in compliance with the second dwelling unit provisions ofthe Zoning Ordinance of the City of Carlsbad. The Property Owner(s) shall reside in either the main dwelling unit or second dwelling unit described above, now, and for the life of this agreement, unless a lessee leases both the main dwelling unit and the second dwelling unit. 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. 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 site, at 80% of thé'San Diego County median income. . A copy of this agreement and Affidavit must be given by the Property Owner(s) to prospective purchasers of the property prior to entering into a sales contract for said property. SECTION III - AFFIRMATION AND AGREEMENT I HEREBY DECLARE AND AFFIRM, under penalty of perjury, that all matters and facts set forth in this agreement are true and correct to the best of my knowledge, information and belief, and that I (we) understand, accept and will abide by the regulations, requirements, and standards governing the Second Dwelling Unit. BY: Property Ow1 2' BY: (—roprty Owner 4 Date ' Date Owner's Telephone Number(s): (?IO) TZ-". O/Z 1(158) 7_Y5 / ZI Home Office FRM0006 6/03 PAGE 2 OF 2 MEZZANINE FLOOR FRAMIN th"W. 0 SIVA EWE 4 WM b B' --------- -r' Of CARLSBAD LDtNG DEPT N av— , IQ L I i0 I I 00 :3 4XWD ) cli 4?DR 1 lu xtl- it &I_— (I Ie*f I XI.- ih' I I LD x N J 1 (L_ ------ I I c. I I x III JIL 4W•j 3 Ii'2 x II I/S PSL RIDGE r — — — — . !iYR t — I — I — I — S tu 00 9w tu CD Glu [A i age xi ROOF FRAMI 1G DORMER - PARTIAL FRAMING PLAN SCALE: 114' c I,-ø' .1 CAo 5/c1O I I I I I EEDETAI OR STAIR LAN fa cq L >..cq 38 MEZZANINE - 1DOME 20!1 Si.i203 SW 2-4 DAT ROOF DORMER — PARTIAL PLAN SCALE: 1/4 1'-0'( % I, --- kU. SOUTH ELEVATION / In __________ FLAMS -------------- _ - - -11 - ---- I II / To.FLATW u is u .1 !IATi[ [!L!i1 cl WEST ELEVATION DORMER — PARTIAL ELEVATIONS SCALE.- /S i-ø'\ rry F. ardorIf. SE 858592 Thr.o 1- 89 PtazaiDal Curth, Apt 199 88.592-7128 FAX ' - S HA . . - . U1e9o,CA9228 8De_... .... . .. - .....- - of -......... Hair I I - .. I •-• . . - .. - Hrry F. Deardorff, SE 8585920205 Phone - 17489 Plaza Del Curtidor, Apt. 189 8585927728 FAX Job: Designer: HFD San Diego, CA 92128 Page: of Rev: Date: Al --- rTd - _ -- - I Cc v I -- Irmr I11I.i .41 _n -: TIIJ1 TI]1I 14 L4 J I I 1 - I -...-...-------.......•_1•.__-.-- 1 'iThT fl I I I I uTt7 --•+-4--± ....................—.-I - +-..- ..................................... -I IL Harry F. peardorft, SE 858-592-0205 Phone 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: S.cv\cjijt San Diego, CA 92128 Designer: HFD Page: of Date: _____I Ii IthiIJIIIIILIIII I _____IIIIIIIII±IIIIIIIII _AA iL( _____IIII1IIIIIIIIIIIIIII ______III;I'IIIIIIIIIIIIIiIII ______IIiIlIIIIIIIIIIIIIIIIFII _ __-- _-- - __ I__1IIIII1III - I II tIII1IItII II - IILIILIIIIIIIIIIIIIII II' _____________ IHIlIl i -i IIIIIIIt1 1 IA- I _____________ I.s-•'(_//• Harry F. Deardorff, SE 858-592-0205 Phone 17489 PIza Del Cjrtidor, Apt. 189 858-592-7728 FAX Job: C>5 Designer: HFD San Diego, CA 92128 Page: L/ of ( Rev: Date: rIi i ET -.--f- - _______ __ ---------- 11111 1T f j ____ 1 ... (Y\$I I 1E1IIITI .___. jd2o- I H ..L.. lL + L +HT-Hk Th ..............-........... I-44 IlL -- _Ti t4H ..j'.; . .... t. .. ..J.............. I TIITIIIII1 ii T I Harry F. ,beardort, SE 858-592-0205 Phone 17489 Plaza Del Curlidor, Apt. 189 858-592-7728 FAX Job: -- _ San Diego, CA 92128 Designer: HFD Page: L . of ii ______IIITi'IJIIIiiiIIIIIiIIiiI - - __ ±111 Ii ......... 1 v -----.----.--.-----t -----.----.-.--..1.--.- F -•-1-J---r---•--r-------- ---7--i--------- I9I Ei JIIIt .iIIILZiIi:1tiiiI 4 :1 7. III HIH+E IIIIii1I IIiLII __.-L_-. — . . rJ-4 -....-----------------------------_ - -------1--.—--.-1----------------------- Harry F. OeardoW, SE 858-592-0205 Phone 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: San Diego, CA 92128 Designer of Rev: . Date: .cii 1 46 _____ 11IIIHTIII±TI - - _____I1I 1TII_L . - III IL _ I IIIIii ii itiip 1:1 zzH: H F-F 1111: :t1 11IJi41iiI 11itt Harry F. 9eardorff, SE 858-592-0205 Phone o 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job Designer: HFD San Diego CA 92128 Page: P4t of Rev: Date: — — II IJI Iii I I'I!Ii ii: hI liii _____ (lT1/ - ----t-------- -----t-- --.- ----------, ----. I CIO T 1L4 L 1 I Or IIII __- _1111111111 i T Tj -H ...hII.If 'JIPI"I R1-tH —. I[ITiI..p: L--J_ .4....+H-----±---H---- I [ I -- I.....! Harry F. DeardorffSE 858-592-0205 Phone 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job . S 4. " c gtt I, - Designer: HFD San Diego, CA 92128 Page: of Rev: Date: • -•--.- • ______[---•.•------- _____ Lc all ••i ____ - _L_ _L Jc. L L • ... .S714.... ________ .•i. - ---- ------- - --4k ............ Harry F. Deardorff SE 858-592-0205 Phone 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job .? . 5 L ( San Diego, CA 92128 Designer HFD Page: ¶ L of Rev: Date: . — ______ -- -MI 11111111 '1k5 _aiift —. --------- _____i rr Harry F. Deardorff SE 858-592-0205 Phone 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: S ft r San Diego CA 92128 Designer: HFD Page: C. of Rev: Date: 117 Ouv ii ______ IIIIiIiLIiIIIIIIIII ---- _ - ___ IL ±JThi I L~~q Ott- ill II1IHH:I ill iJ.i. III Harry F. Deardorff SE 858-592-0205 Phone -.. 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: San Diego CA 92128 Designer: HFD Page: of Rev: Date: I__IIITIIIIITIIiiI}IiIiiIF ______IIII '-II I I I II TI Ire 1004, 46 1 -JI I 11111 bIIITT IIIIIIIIIIIH :iELE __- .iiii1jIIIIIIIIT IIIIiIIIiII HE t iI E IJI1IjI.IHI.11II .-.1--_.,.--- ______ _____ I T ii -T Harry F4eardorft7E 658-592-0205 Phone e - 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: J San Diego, CA 92128 Designer: HFD . Page: of ____• Rev: Date: - - I -__ --.+ L _ :zIiIcpIc.IIIiiIIIIiiii:IIIIIiiI I:IiI:IIt:IIiIIIEciiii__ -- - H--- IF---- III T IIiIIiIii ____ -------------------- ___nIiiiiIiiiIiiI 11111 L 'F 1' 02/ 14 It Z, ___-.__IiiIIiiI'LJiLiIIIIiIIiIIIIII I LZ Aj t-1--__ I III IITI1I1.1I ---..----.---..- .Ik'F.07 -- - II - Itt U.LIL T'I ILIflT1 .. -.. . - --- - -- - - -i - ----1 --. - _i - Harry F. LteardorfçE 858-592-0205 phone 17489 Plaza Del Curtidor, Apt. 189 858.5927728 FAX Job: San Diego, CA 92128 Designer: HFD Page: of Rev: __________ Date: _________ it ----------I ----------- _____II (.i:I !I iII iiIIiII It ___ --_ ___i ..-. ::i::IIiIJIL1:L :I1:IILiIItrTI: ................_._4...i........L_tL 'HL±H i ti +-+1-+H+-H-- i-LL ILI - ..... WOOD JOISTS D F L #1 or Better Spacing 24" or Less MR E FACTOR SIZE I FLOOR ROOF 2070 1.5 2X4' 3.06 5.36 528 660 1794 1.3 2 X 6 7.56 20.8 1126 1449 1664 1.2 2X8 13.14 47.63 1812 2266 1518 1.1 2X10 21.39 98.87 2702 3378 1380 1.0 2X12 31.64 178.0 3375 4219 1242 0.9 2X14 43.89 290.8 4543 5679 GX Mrmtul an 6 $ 8X6 30.3 ZU exe 41.3 61.5 GXIO 52.3 527 6X12 53.3 121.2 OX 14 74.3 157,1 EXIS 55.5 2202 F1312 #1 aa am i350X1350 3139 39 1350X11350 5805 7258 1330X11350 9304 11530 1350X11350 13835— 17043 1335 17195 21410. 1312 24076 30004 WOOD BEANS SAWN D.F.L. 4X*Aat*,$il F1200 vi w soft? ia i* 1Z! & PLflØR BDDE 4X1 254 30.0 1200X1.21440 3884 4808 4X10 32.4 48.0 1200Xt.la1320 8073 8541 4 X 12 38.4 73.8 1200X1.02200 7350 8225 4X14 464 1014 120W0J1U50 .1i 11522 4 0 c 3.5 11.W U2 20110 IWO' 465 14 114.3 2313 V087 3 18 1403 2313 3SWR 43758 1136 18 1*0 2704 43348 54010 1101 20 2MJ 3720 53301 31 2333 22 203.3 2407 35450 AM 3106 b 4 0 F - I Sm 1t0 1254 2000 19 ..' 37374. 7$ 14 ITtI 2313 40331 40160.. 1201 10 204.0 2313 SM 35631 11 10 AMLS ZJOI 65312 82M 20 300.0 2720 7 086 3500 37 420.5 ow 85165 113877 4 24 304.0 3365 1112M 148013 6048 03 ohs 202 131214 184010 701 b d S F Rr RoI 11.870 IlLS .- 10 18760 43804 -UP 20 460.7 VZ iWil 114 4687 22 554.7 2W 1 155138 aftl 24 012.0 2m iio 107350 am 28 7*7 2065 04053 211 ISM 28 OCT 3340 031371 281353 13305 30 1050.0 am ziom2003 10750 16 J'JI-2444 0?IT FBI0rdorIf 4 0ea,drff. Ie. #MTBBIM T05 P.01101 f-602 Uff (160)765.7486 PARMLM SEAMS 1282I St, 8 PA_ RNAW CA 35065 Harry F. Deardorff, SE 858-592-0205 Phone 'A 17489 Plaza Del Curtidr, Apt. 189 858-592-7728 FAX Job: San Diego, CA 92128 Designer: HFDI/. Rev: Date: IL A ly -II I iI 1111 I I I liii I IlL All iII_1L_;Ji 61 ______ 1111 IIII IEIIIIIIIi -7-761 • L FN J. L .. ul ----H-- - - - --- ------ - H-1 - 9j Vi- . ------- -- ... Iu 7LJitJiLI-, Harry F. Deardorif, SE 858-592-0205 Phone £z- 17489 Plaza Del Curtido, Apt. 189 858-592-7728 FAX Designer: iIb1 ' -- San Diego, CA 92128 '9 . ,---------------------------------- Page:_ of -__I .. IH JLJ is III III rz -- . -- nA or CIL - 6 4 _L....... - TIIII Harry F. Deardorff, SE 858-592-0205 Phone L ' 17489 Plaza Del Curtidor, Apt. 189 858-592-7728 FAX Job: San Diego, CA 92128 Designer: HFD Page: -L'. Rev: Date:__ ______IIIIIIIIIiLIiiIiiIII __ 1IITII11IITII1II± I 1--H-- I 1T P l I __ Harry F. Deardorff, SE 858-592-0205 Phone 17489 PlazaDel Curtidor, Apt. 189 858-592-7728 FAX Job: S D' CA 92128 Designer: HFD San ego, Page:...'\ of R Date:_ IJA IIIIifI iiIIiIIJIiIiIII _____ [401 "Lill bi.'L _ kj 1<1 IJJLIIIIiiiII . TI FL IL iSVIT LI III IIi I 11ILI1IirI.{IIITIII IfILIIiIIEJiII I Fli ______ _____ II 1111 Harry F. Deardorff, SE 858-592-0205 Phone 17489 Plaza Del Curtiddr, Apt. 189 858-592-7728 FAX Job: San Diego, CA 92128 Designer: t-tFD Page: Of - ----'--''---------H----------------- ILi2L 1111 ______ I IIL I I II - -__ - :111 __ __ I 111111111 t 1 14 II +I ....----:-H-................---1---.—... I zI4ci 1 III r ii I LEiFEE:ILHiH' IJ1JI1I 1 I I1ILETI]LII j.H.--J _ i'IIiiFi .1 1 - Installation f Typical 11-1135A Holdown ' Installation with SSTB anchor bolt. Washers are not required at the base. Typical H05A Purlin Anchor Installation flnger-ti" lus½to V2 turn with awrench, given to I. Able future wood shrinkage. Care should be taken to not over-torque the nut, which may lead to premature anchor bolt lailure. Stud bolts should be snugly tightened (1997 NDS, section 8.1.2.4). ES: SOCA, ICBO, SBCCI NER-393, NER-469 City of L.A. RR 24818, RR 25158 and RR 25293. H06A and HD14A are not NER listed. del 0. Material Uirnenslons - Fasteners Avg sill Allowable LoadsiM "(133) HoWown" at Highest Allowable OesignLoad Base 60 Body Gil HB SB W H B so ci Anchor Dia 1 6 ,11 Stud Boils - Length of Bolt L$ 4 in Vesikal Wood Member QtyOla 1X 2 2X 3 X. 5y2 iA 7 12 43( 2) 2 %, 2(G % 13(6 2. % 12150 1555 2055 2565 2775 2775 2760 0.058 )5A 3 10 5)/4 3 3)4 9,745 3 )j 23(6 %ory4 2 3. 20767 1870 2485 3095:, 3705 4010 3980 0.067 )GA % 7 634 3X 3) 1 1X 3X1a We 2 3 2 3 27333 2275- 2980 3685 .4405 51051 5510 0.041 % 7 634 3Jr 3y4 - 149( 2)4 4 3 28667 3220 4350 5415 8465 74( /10 0.111 )1OA % 7 6 3Y2 3y4 18X64 34 9(6 2)4 7/ 4 3' 128667 3945 5540 6935 8310 9540 9900 0.269 )14A%3 7 4 32O 3% % 23(6 1 4138167 - - - 1108013380 0.215 )20A % 1 3 7 4 4y4 201)(6 4)4 I % 2% 1 y 4 1 51333 - - - - 11080 13380 _0250 )15 % 3 7 4 3X 24)4 4 3% 2)4 1) 5 1 55333 - - - - - 15305 0.082 Ilowable loads have been increased 33% for irthquaRe or wind loading with no further increase lowed: reduce where other loads govern. 015 requires a minimum 6x6 nominal post se a minimum 06 nominal post for the HD14A A the HD20A. he wood member most be sized for the load-carrying paci1y at the critical net section, reducing the gross clIon area for holes or other removed wood as )ecltied in the code. 5. 1-18 is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance may be Increased as necessary for installation. 6.Tha designer must specify anchor bolt type, length and embedment See SSTB Anchor Bolts and Additional Anchor Designs. 7. See page 30 for anchor bolt retrofit. B. Lag bolts will not develop the listed loads. 9. Holdowns Installed raised oil the mudsill may have larger deflection values. Full tension loads apply when H05A is used with a W anchor bolt. See pgs 4,5 for testing and other important information. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table This movement is strictly due to the holdown deformation under a static load test conducted on a steel Jig. Drff&UewW tzig. 1342MaU SL. 4taB Harry F. Oeardorff, SE 858-592-0205 Phone 17489 Plza Del Curtidor, Apt. 189 858-592-7728 FAX Job San Diego, CA 92128 Designer: HFD Page: of Rev: Date: /fcie;'i -------..-------- - Harry F. Daardorff, BE 85-592.0205Pr.a L.A 1149P&aCiiz. AV*. 189 8685921728 FAX Jb 4. San i,CA92I28 Desigmr. WD - -- . - - — al - ..- Date 1 . I i... . ___--_;-----t.- • --r-T•----!---•• .1 j I{I LoA Iii II T11 .. L.iir__ OF " 2 Oq LL - It Fri m~ IriZ.. LL __4 -.---.t 2.4 .4._..H.. t!j 1 —t-•—t —î . Li I• - LIVE L04& 1TA L 0 - ... •- ... -.1-.... -. 'i .i...I... -- .... .;.. . ..I, .... ..- - .- .'. ..j Ob OS HAD Harry F. Deardorff, SE 8585920205 Phne t1439 Plaza O& Cwtid, Apt 189 855.5927128 FAX J* San -.- SanDjeC92I28 PIgLIi2. of Rsv 40 a 4 ........ __. 111 III I ......... . - - 1i34L.1 Po... t. - ...........- ........---r— . r C It . I - - ---- _: -- ..L 44 - ..........--.-.--. i±. .... ... ........ . _L :- H t 4- I 4-t . . .. j . Harry F. flBlfdnrff. SF 69S920205Ptni 4 (k c i 17489 PIiz.01 Cw1idi, Apt. 189 8585927728 FAX Jt LI StDIeo. CA 92128 OflpW NFl) pl .._ Ric Data: IL tin __._AL ub.LJ_1 Ar - I 4&- - IIIIL .IIIIIII±'±I±:I.j --- ______-- _- --1- 4,31 .-- -- i: . '-H- ... ..j. - — .L.IA 44tV .. 4.. .... 1 . __ ..f...........L . .L - ... . -...,--.... - , 1 i ....... .. I •-- ...........t Harry F Deardoiff, SE 8585924I2OPfla 17489 Plaza (I Cwlido, Apt 189 8505927728 FAX Jab S UA-1L4L_ San Vega. CA 92178 DgIIflIr HFU Pigi If DITE H7 __ _4I EI — - Aoe 'c&- —. -- ___-. i' - _4t __ ....... t .i -__.--..-- ....... ....I . .. ..... --41 ____ ..4 • 1 .... -.... ±--- .... --. .-.4.•-................L......L -- rnh .. ... ..... -- - -----r— ............i5P4.I1444.. - I Cia 4 . . . 1.- :::: . . . . . . !...-. -. . ......_..........j......4... T- Harry F. Deardorff, SE 850-592.0205 Ptr , - 1?489 Plaza DCmtiar. Apt. I89 858-592I72SFAX Uo,CA228 Disigur HFU --. tag.•____ RAW 1-f- -------i----i.-- . I .--- Iii#i —-•-•••—- _4_k4 1 i.4 -- ______ - _.----- - -_— ______ i A6 1 11 _+d4 —r—r-- ...+i ....-- - -..--t-..--t- t .... .. J • ..............+ ........-..-..... —... 4 .........L H ...e .................-! .........--.. .............. - ,.....- ....... .,. ...... ...... --. - . - -"I..... 4 . . . ..........-.----------.. . Harry F. fleardorif. SE 858582.0205 Phne 17489P1aia DO] C,t'dor. Apt. 189 8S85911728 FAX Job._t. ... -- San'0go, CA 92128 Dfl18 ,: lIED _____.___••• ... - ... - . - Pa8s: leE Data: -_EiEIEEE 1 EL:± :p P - (ell A Ip __{.. --k----- I _-1- ----4- ---___--_-...f---H_- 11R - I ----•----i 1 rt -i•.---I--.•;----.-1•- ____ .±. ...-.-, lit - • u1 I 4 ... ... .. . -- - .. .1. ;. . . Harry F. Deardorff. 9,F - 858-592.0205 Phnr r 7489 Plaza Vi CwIiaz, A. 189 8585927728 FAX Jik_°_ & (1 San flie3, CA 92128 DI1liIll*D .4 - --.. Dataz ..---IiII1_t I III - Ah J 5a1 124 L5 fx~v4 h---- — -- -- - . --* -- --- ___ 1.L/44144T F .+ .....— ------i .....4.i.4..........4.j .j ....... ...H 4.4....4.i - f 4 .......... —t 1:1 .............p—.; ...... ........4 .j. - .............!. . ... i -__----1 L - . t I. - I -- Harry I. fleardoiff, SE 8585920205 Phone - - 11489 P'aza O Cuilidor. Apt 189 8585927728 FAX JOt 0 A San Diego, CA 92128 Desigur HFO Is. 01 Dam __II1IIIrII[II. .LL [4 -- ___ ----- ______ --.------ - -.-1-._.... -- _:_ ....-. IIIIILTItI.1I IIiI.tI_. fe -. ._'L__J..... III 11± iii- 4 ...... -L-i - I F* .. . ...... .... 1 - r ....... ,....f. I .- . ............•1 — ....... .......—t ..........i 4 . ... H Harry F. Deardorff, SE 858592.0205 Phoi sn Noc U92 126 D.$I8IBi 11Th - 8w. ---±- ----t *- ---T-+-- t -t-t- 1 i-:-.--- _____ IIIItI I;iII ___ 11489 Plaza DEl Cwtid, Apt. 189 8585921728 FAX Jok. of i.-...- t - TjII-1 -- - ------1-_- - 4--2c----- --1 -- - - 44T -- -- -- - - t • H ....--''--4-..--.L:. . ...... -• ......... ...- -t ............. _ .. ...... IM Harry F. Deardorif, SE 'I 74M Plam Pel Curfidor, 41.199 8559.O2OSPhi 858-592-7728 FAX job;.. SariOe2o, CA 92128 ragm: Dis1nar Hf D at — Rev: Data: JOLo fn 4 .-......1--.—. 'ifiI LdZ if LI ik, 2//1 ..f.... TA 7 r— 4iJVTTT JT _ ThJT 2 IJr ifT — t -t - ', Harry F. Deardorff. SE 959-592M Pb -- 17489 Plan gel Cu,tjdi Apt_ 189 8585927728 FAX Sn.0iegc, CA 92128 0ugiw lIFt) rap:_::at E _ - . .. _LjH_ 00 ps-I' - `)~kk .T JI 140 __L4J7J10 -- E __ 4.JIJiTTT _.. 4iid'............ . , ,... _____- --.........—.... -_______ --•-•- ... •• ....... I - ........ - .. . c?. . .., . _._.... ....... .. ., 4 4.L i# ......... . ........f.. .. ...... ........ ..i. -- - - -- — - ± - - .- . -. -......- ......-----.----... -...-_-..._...- .', !................................ ... .4..... ...... Harry F. Deardorif, SE 85859242 Phone p4B9PIazaqn1Cunidw,Apt 169 058-592-7728 FAX JOb 0., ct4 , , A4(&A1 San Ois, CA 92126 DBSI600C HFI) ....--.-. . -- - .-- - Nov; Datr 15 EEEJHEEEEEiffl± LEE --_ n4A 1IIILL __-1- t IV (14 — .. ... IL .... .L..... Iwo — - — * , ... ........ ... .., . ...; ..- .. t S 1 - I -S S_•S_SS . , . 5- -. - Harry F. Deardorff, SE -- 858.592•O05 Ph&a 17489 Plaza ii Cti1zr, Apt. 199 858.592.7728 FAX Jab: IF475 5[4 anJzC92l28 DUlgIzr.HFO - ... --..- -...-. P881 Of — ................ tla r. Oafs: .- _____ ____ . . .- .— I_- Ilk _,__.__ ___._ ........_. .±.. --r -•--1 Harry F. Deardorff, SE 17489 Naza Del Cxtlar, Apt. 189 ton Diego, CA 92120 8585920205 Ptrnea 858-592-7728 FAX Job: 505 sAh-mf W Uul,: HPO Raw- Baia: --..--- IL I ... .. -JII . 1 ~' ri'm ------ NOW - uy . Deardorff. SE 859-5920205 Plrw . 189 858-592-7778 FAX -- . .. .--._ -- SnDieo, CA 92128 CuI9r.i'H1fl - Figs: Riv not 1$4t 4-1c) V46 I- qo~ L) _ 4L -rm_T — ______ = = :r: :: 111II4jT :_±EE±f - FLII --.. . H• L.. --H-r- +-.t-. ..... - - ..±---- ...._.._.L ... t..I_. - •_.• __L.._I..t..._-_ ._!..T - -- t -- 'H-- ••• ._!..: 4 : I i _-•.•;,---l-.• FMry F. Deardorff, SE 17480 Pluo Oct Cwtid, Apt_ 189 (San Oo. CA 92128 82.0205Prno Job:____ 8585927728 FAX ..-------. i—I ' ,4r J _____ r-..-- - . '-t- .... -- _••_i• - ------1 tv ... f..$fd -- .r.. .1...... 41 ....... i .............. I .1. H I . I Harry F. Deardorff, SE 8585910205 Phone 81489 Plaza ItCuJ1idnI. #L 189 858-5927728 FAX Jab: San 0ia, CA 92128 99asr: 1(10 _.L( -------a ll cm __ _H ---H+-li ;•--H--•- •— ________ -_- _______ I 51 10 __ — --- "pry F. teardDrfI,SE 6SOMR205 Fbm 1749 Am IM CMida. A;L 189 Sin Dim. CA 92I2 - - - Cox T- 04e - 441U4iT 41 _ --- _______ I 4 -----4-_4- f----- -r - - I I --------+-r-- H :---Jff •--- -..4--i —Hf- •+-— 4- -•-- - ¶ I I -'-•-• - - -'-- - - '- I - I I - - ------ f —U - f_ ._-. - I - . 1•:fr__ - Harry F. Deardorff, SE 858.S92.02?lne 17489 PIaz gel cunidr. Am, 189 858592.7728 FAX Jok San Oiei, CA 92128 iWO L-'TIiiiJIT Now Oat.: LA It At - -..—.----- ___ ........:1II --.-. — — ......---.--------. ------ .......... - ..S. SS Eta . . -...-------..--...----.----..— . - - .j. - _y , 1' _.. .. . -----..- --I --.--- ---S..-. _T t _ 4t: .5.-; 55 - — - .. -r ........................ - .......... 1... - .. ... S. .........---S SSS f .... . . ... . . .' - ..................5 .. S... ....... 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Box 1195 Lakeside- Cafifomia (619) 443.(Jso March 15, 2005 Mike Shainshojan 1184 Magnolia Avenue Carlsbad, California 92008 SUBJECT: Fife No. 1106F6-05 SITE INSPECTION Proposed Residential Building Site 1184 Magnolia Avenue City of Carlsbad Dear W. Shairiholan: SCOPE In acthnce With. yu[ requ, a Site Inspection has he, pformed at the subject site. The pwse of this investigation was to examine exiSting site conditions and provide engineering recommendations fiw thetwo proposed residenth I stmctures FIELD INSPECTION In order to accomplish this pwposca rqiresentativc of this firm visited the site reviewed the topcgphy and site conditions arid vivalty and texnially classified the surface and near surface sdds Reprmma&e samples of the on-site soils were obtained from two test e,plurations approximatelY 3 fW in depth and tested for dcnsity shear strength and expansive chuaderisfics. An in-place field density uma was taken in accordance with AS.TM Dl 556-82 in the bottom ofthe TastExp1oition Na. I nest the front of the sate. The test results indicate that the relative compaction of the native soil at that elevation is 89.8 percent. SITE CONDITIONS The subject site is a residentialpnpefly located on the north side of M*gnnha Avenue. The parcel is presently otipith by a single-fhniily residence with detached garage on the east side of the site. It is our understanding that the existing structures will be removed to make way for the proposed new development The existing residential area of the site is relatively level. The rcthainder of the parv& slopes to the west in a 2 to 4 percent inclination. The property is.h nlyiandscaped With a variois sized rees1 brusk grass and weeds outside the 10 Us IJ (OIJ rIJat.. F > Mike Shamshoian File No. 1106F6-05 March 15, 2005 maintained flout and back yards of the residence. Other nearby properties are medium to large lots occupied by residential sMicam Man-made 1111 soils were encountered to approximately one to two feet in depth during the course of this inspection. SOIL CONDITIONS The soils encountered in the provided trench kxations were fill materials consisting of loose loamy, brown, silty, annds with organic materials to approximately one foot in depth. These fill soils were underlain by native. firm, light red brown, silty, granular sands that became mole dense with depth to the bottom of the explorations. approxImately 3 feet in depth. The sandy soils encountemd in the test explorations were not considered to be detrimentally expansive with respect to change in volume with change in moisture content and will not require special foundation design to resist expansive soils. CONCLUSIONS AND RECOMMENDATIONS In order to provide uniform support for the proposed structure, the existing fill materials and any compressible native soils in proposed building areas should be excavated to finn natural ground (approxImately 2 to 3 feet in depth), replaced and recoinpacted 1o90 pit compaction in accordance with the following Grading Speciflcalions The recompaction should extend at least 5 feet outside the proposed building footprint. Any organic or other deleterious material that may be encountered should be removed prior to recompaction. 2. Conventional spread fixrtings founded a minimum of 12 inches below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above are recommended for foundation suppoTt Footing widths should be at least 12 inches for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements. This footing design is a minimum baserl upon the foundation soil type and does not lake into considuo.n structural requirements. Reinforcing in (otisigs should consist of at least one 04 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings are dictated by the structural requirements. These recommendations are based upon on the soil type encountered and do not take into consideration the proposed bearing Load. 4. Conacte slabs-on-fade should be constructed to have a nominal thickness of 4ft and underlain with a sand blanket of 3 inches in thidcness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand rir IkZ3 UO u;ucp flULS I 00 P • - N Mike Shareshojan Pile No. 11 06F6-05 March 15, 2005 blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs should either have a conventional thickened edge or be poured monolithically with continuous footings at the slabs phneter. Conventional thickened edges Amuld be 8" thick at slob edgie unilbmdy tapering to 4a thick at 2' from slab edge. The ilückcncd edges or monolithic focdjW should cateal completely wwnd the slab's perimeter. Construction and expansion Johns should be considered slab edges. Maximum spacing of expansion joints is 5(7 for interior slabs and 30' for exterior slabs, 5. A representative sample of the foundation soil was remolded to 905/s of maximum dry density. Based on the following test results, a safe allowable bearing value of at least 2Syounds per square foot may be used in designing the foundations and slab forllie prójd structure. This value may be increased by one third for wind and/or Seismic loading. Angle of internal Friction 186 Cohesion 249 psf unit weight 121.8pcf Maximum Dry Density 134.0 pcf Optimum Moisture Content 8.5% Expansion Index 21 RECOMMENDED GRADING SPECIFICATIONS Proposed Residential Building Site 1184 Magnolia Avenue City of Carlsbad GENERAL: SOIl Testers and 'Soil Engineer' ate synonymous hereinafter and shall be employed to inspect and test eaithwrrk in accordance with these specifications, the accepted Plans, and the requirements of any jurisdictive gpvernmental agencies. They are to be allowed añequate access so do and tests may be performer! The Soil Engineer shall be upprised of schedules and any unforeseen soil conditions. Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc., shall be cause for the soil engineer to either step construction until the conditions are corrected or recommend rejection of the work. Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will he cause for the soil engineer and/er his representative to immediately terminate his services. Mike, Shamshoian File No. 1106F6-05 March 15, 2005 Deviations fium the recommendations of the Soil Repoil; from the plans, or hum these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer. SOIL TEST METUODS: Maximum Density & Opt Moisture Density of Soil In-Place Soil Expansion Shear Strength Gidation & Grain Size Capillary Moisture Tension Organic Content - A51MD1551-70 - ASTMD1SS6, D2922 and D3017 - IJBC STANDARD 29-2 —ASTMD3ORO'-72 - ASTM 01140-71 - ASTM 02325-68 - % Weight loss alter heating for 24 laxirs at 3000 F and alter deducting soil moisture. LIMITING SOIL CONDiTIONS: Minimum Compaction 90YV for 'disturbed' soils (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. 95% lbipavement subgrade within 2' of finish grade and pavement base course. Expansive Soils Expansion index exceeding 20 Insufficient fines Less than 40% passing the #4 sieve. Oversized Particles Rocks ov& 10" in diameter. PREPARATION OF AREAS TO RECEIVE IILL Brush, trash, debris and detrimental soils shall be cleared from the areas to reCeive fill. Detrimental soils shall be removed to firm competent soil. Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width. Scarify area to receive 1111 to 6" depth and compact. FELL MATERIAL shall not contain insufficient fines, oversized panicles, or excessive organic& On-site disposition of oversized rock or expansive soils is to be at the written direction 'of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be compacted and tested. SIJDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed. They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a 've& ditch to intercept and drain free ground from the mass fills. Perforated pipe shall be schedule 40, Poly-VinyL-Chioride or Aciylonitiile Butadienne Styrene plastic. Rock filter material shall conform to the following gradation: Mari 13 05 02. 02p fbi) 7d5UUU p.6 Mike Shamshoian File No. 110617-6-05 March 15, 2005 Sieve size: 314" #4 #30 #200 0/jrg 90-100 25-50 5-20 0-7 Subdrins shall be set at a minimum gradient of 02% to drain by gravity and shall be tested by dye flushing before acceptance. Drains found icopble shall be excavated and replaced. CAPPING EXPANSIVE SOIL If capping expansive suits with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness T over the expansive soil and for a minimum distance of W beyond the exterior perimeter of the structure. Special precaulions should be taken to ensure that the non-expansive sod remains uncontaminated and the minimum thickness and dimensions around the structure am maintained The expansive soils underlying the cap of non-expansive cap should be pro-saturated to a depth of 3' to obtain a degree saturation exceeding 9019 before any construction supported by the compacted cap. The non-expansive soil comprising the cap should conform to the following: Minimum Compaction 90% Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion intercept 100 psf UNFORESEEN CONDiTIONS; Soil Testers assume no responsibility for conditions that diflr from those described in the applicable current reports and documents for this property. Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable. If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect the soil engineer shall not be held liable for any dansges that might result from his uthvorablc repore- If we can be of any forth- assistance, please do not hesitate to contact our office. This oppomirilrytt, he of service is sincerely appreciated. Respectfully submitted, ,14 CC NO, 21.%0 Josept C. Smyth. RCE 2160 C. JCS/ss 5 WOOD JOISTS D F L #1 or Better Spacing 24 or Less MR FACTOR WE A I FEOOR ROO.E 2070 1.5 2X4 3.05 5.35 528 660 1794 1.3 2X8 7.58 20.8 1126 1449 1654 1.2 2X8 13.14 47.63 1812 2266 1518 1.1 2X10 21.39 98.87 2702 3378 1380 1.0 2X 12 31.64 178.0 3315 4219 1242 0.9 2X14 43,59 290.8 4543 5879 4 rt p 4 IV WOOD REAMS SAWN D.F.L. ax MaNtial F-12 1200 #1 or Bettor f FLOOR KDO 4 X 8 254 30,9 1200X121440 3884 4805 4X10 324 40.9 12O0X1.11320 5073 6341 4X 12 39.4 73.8 1200X1.0=1200 7380 9225 4X14 46.4 102.4 120DX091080 - 21e 11522 6XMatzlI F=1a12 41 1# f _OR Roof! 6X6 30.3 27.9 1350X1=1350 3139 3923 6X8 4113 51.6 1350X11350 5805 7258 6X10 52.3 82.7 1350X1=1350 9304. 11630 6X12 63.3 121.2 1350X1t350 13835—..17043 6X14 74.3 187.1 1335 11198 2140. 8 X 18 85.5 220.2 1312 24075 30094 .n-U-04 07:17 FOssr4vft I ff If. 1(. IIIII,II FARMAM - 147* ia* - 14 111.2 10 103 2013 39 43M 11e 18 &.0 flM 4311$ 51810 1701 20 =U gra am T Z .3 W 1$184 7018 0106 P E!= Rod 1 20 ltlTh -12" 2M ii !PD4 7T s4 1Tt6 2w 41 101W 1201 IS Ei.D 2013 sm F 17W 18 gns 97" w Eta 2m 31 131.0 VW - 13 sw 31131 1110h Am 24 so sm 11lfl0 t40660. 3118 31 .. L1 MR 131214 1018w 7a d i * P mw I 1 if= INS 4311 20 41$3 2m IOWII 115 4 22 1013 am t31 in= 101? 24 82.O X0 10W 1JJO 1061 25 TW.7 =a a4m 311 Imm 25 11143 3118 31131 311523 105 20 1010O __ zr?, aims 151W T-Ufl P.51101 F-CS? 0).731.14$5 DsrdalVI Usaidofl, tnc. Harry f. Us2nlorff. SE VAMMOSFNM 1T4PjJd.*. 1b - - ---------'-- - - - - - - - -- AM ----.- I -- __- FF 4 J44Ii4i i• ILTtI' rtiA:t':: It If TI ±:IIII L- iii ii rt 4 44-4--+444iL Isl ---; -4-T4 'Ltfff+ t'- I -'--- -' - -- - ±i fj 1 ; : p l ufl 0 o lie pull His' I I I It' in W 3II I ••' fig v bit E if I I _Ic Jim 1919 W9 3K., a ital A I & P 0. Box 1195 Lakeside, Fkouii ( March 15, 2005 619) 443 92040 -0060 Mike Shamshoian 1184 Magnolia Avenue Carlsbad, California 92008 SUBJECT: File No. 1106F6-05 SITE INSPECTION Proposed Residential Building Site 1184 Magnolia Avenue City of Carlsbad Dear Mr. Shamshoian: SCOPE In accordance with your request, a Site Inspection has been performed at the subject site. The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the two proposed residential structures. FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils. Representative samples of the on-site soils were obtained from two test explorations approximately 3 feet in depth and tested for density, shear strength and expansive characteristics. An in-place field density test was taken in accordance with A. S.T.M. D1556-82 in the bottom of the Test Exploration No. 1 near the front of the site. The test results indicate that the relative compaction of the native soil at that elevation is 89.8 percent. SITE CONDITIONS The subject site is a residential property located on the north side of Magnolia Avenue. The parcel is presently occupied by a single-family residence with detached garage on the east side of the site. It is our understanding that the existing structures will be removed to make way--for the proposed new .ieve1Qpujnt. The existing residential area of the site is relatively level. The remainder of the parcel slopes to the west in a 2 to 4 percent inclination. The property is heavily landscaped with a various sized trees, brush, grass and weeds outside the 1 Mike Shamshoian File No. 1106F6-05 March 15, 2005 maintained front and back yards of the residence. Other nearby properties are medium to large lots, occupied by residential structures. Man-made fill soils were encountered to approximately one to two feet in depth during the course of this inspection. SOIL CONDITIONS The soils encountered in the provided trench locations were fill materials consisting of loose loamy, brown', silfy, sands with organic materials to approximately one foot in depth. These fill soils were underlain by native, firm, light red brown, silty, granular sands that became more dense with depth to the bottom of the explorations, approximately 3 feet in depth. The sandy soils encountered in the test explorations were not considered to be detrimentally expansive with respect to change in volume with change in moisture content and will not require special foundation design to resist expansive soils. CONCLUSIONS AND RECOMMENDATIONS In order to provide uniform support for the proposed structure, the existing fill materials and any compressible native soils in proposed building areas should be excavated to firm natural ground (approximately 2 to 3 feet in depth), replaced and recompacted to 90 percent compaction in accordance with the following Grading Specifications. The recompaction should extend at least 5 feet outside the proposed building footprint. Any organic or other deleterious material that may be encountered should be removed prior to recompaction. 2. Conventional spread footings founded a minimum of 12 inches below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above are recommended for foundation support. Footing widths should be at least 12 inches for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements. This footing design is a minimum based upon the foundation soil type and does not take into consideration structural requirements. Reinforcing in footings should consist of at least one #4 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings are dictated by the structural requirements. These recommendations are based upon on the soil type encountered and do not take into consideration the proposed bearing load. 4. Concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand __j Mike Shamshoian File No. 1106F6-05 March 15, 2005 blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs should either have a conventional thickened edge or be poured monolithically with continuous footings at the slabs perimeter. Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge. The thickened edges or monolithic footings should extend completely around the slab's perimeter. Construction and expansion joints should be considered slab edges. Maximum spacing of expansion joints is 50' for interior slabs and 30' for exterior slabs. 5. A representative sample of the foundation soil was remolded to 90% of maximum dry density. Based on the following test results, a safe allowable bearing value of At least 2500 pounds per square foot may be used in designing the foundations and slab for the proposed structure. This value may be increased by one third for wind and/or seismic loading. Angle of Internal Friction 38° Cohesion 249 psf Unit weight 121.8 pcf Maximum Dry Density 134.0 pd Optimum Moisture Content 8.5% Expansion Index 21 RECOMMENDED GRADING SPECIFICATIONS Proposed Residential Building Site 1184 Magnolia Avenue City of Carlsbad GENERAL: Soil Testers and 'Soil Engineer' are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any jurisdictive governmental agencies. They are to be allowed adequate access so that the inspections and tests may be performed. The Soil Engineer shall be apprised of schedules and any unforeseen soil conditions. Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc., shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work. Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services. 3 Mike Shamshoian File No. 1106F6-05 March 15, 2005 Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer. SOIL TEST METHODS: Maximum Density & Opt Moisture Density of Soil hi-Place Soil Expansion Shear Strength Gradation & Grain Size Capillary Moisture Tension Organic Content -.-ASTM D15S7-70 --ASTMDi556,D2922 and D3017 -- UBC STANDARD 29-2 - ASTM D3080-72 --ASTM DI14O-71 -- ASTM D2325-68 - % Weight loss after bating for 24 hours at F and after deducting soil moisture. - LIMITING SOIL CONDITIONS: Minimum Compaction 90% for 'disturbed' soils. (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. - 95% for pavement subgrade within 2' of finish grade and pavement base course. Expansive Soils Expansion index exceeding 20 Insufficient fines Less than 40% passing the #4 sieve. Oversized Particles Rocks over 10" in diameter. PREPARATION OF AREAS TO RECEIVE FILL: Brush, trash, debris and detrimental soils shall be cleared from the areas to receive fill. Detrimental soils shall be removed to firm competent soil. Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width. Scarify area to receive fill to 6" depth and compact. FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive organics. On-site disposition of oversized rock or exansive soils is to be at the written direction of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be compacted and tested. SUIBDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed. .They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a 'vee' ditch to intercept and drain free ground from the mass fills. Perforated pipe shall be schedule 40, Poly-Vinyl-Chloride or Acrylonitrile Butadienne Styrene plastic. Rock filter material shall conform to the following gradation: 4 Mike Shamshoian File No. 1106176-05 March 15, 2005 Sieve size: 3/4" #4 #30 #200 %Passing: 90-100 25-50 5-20 0-7 Subdrains shall be set at a minimum gradient of 0.2% to drain by gravity and shall be tested by dye flushing before acceptance. Drains found inoperable shall be excavated and replaced. CAPPING EXPANSI SOILS1fãm ëq5ãhive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure. Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions around the structure are maintained. The expansive soils underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap. The non-expansive soil comprising the cap should conform to the following: Minimum Compaction 90% Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN CONDITIONS: Soil Testers assume no responsibility for conditions that differ from those described in the applicable current reports and documents for this property. Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable. If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the soil engineer shall not be held liable for any damages that might result from his 'unfavorable report'. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, NO. 21,650 IósepC. Smyth, RCE2 EXP. 9/3W05 1: JCS/ss 5 City, of Carlsb ad ml r iiaL - 'ii si-i au at—i iU 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: Th-n .yJt e' ('hi) Building Permit /1 Plan Check Number: CII 0 S f , '10 Project Address: 1190 )41 4-&i) pL 14- ,,1-// A.P.N.: - '( °c) Project Applicant (Owner Name): T) (_£4t JfL-L__5/14-*iJ/i' 2 LOfw Project Description: N j1. t,) /t'VJ__ f!ik) fcro/lt' 04)uLinj LJi Building Type: Residential: Number of New Dwelling Units / uare Feet of Living Area in New Dwelling J3 Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: Sauare Feet Floor Area City Certification of ( I9IT12' W,4 Date: Applicant Information: Carlsbad Unified School District San Marcos Unified School District 6225 El Camino Real 215 Mata Way Carlsbad CA 92009 (331-5000) San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By ADDt. Or Encinitas Union School District San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) 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 1 ,1 Signature: Date: 1635 Farday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 Revised 4/20/00 Building Counter • (760) 602-2719 • FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER G1LLQIYUV\OUV - GAVIEN 4EEMAN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAl. CARLSBAD, CA 92009 Revised 4/20/00 CB051690 1190 MAGNOLIA AV CBAD SHAMSHOIAN RES-DEMO 1352 SF HOUSE-NEW 3372 SF SF0592 SF 2DU 774 SF G RESDNTL SFD2U Lot#: SHAMSHOIAN LUCIA E 7V !<7t? 3614- Co//oc PC 1o(ifcc A,A/LL CSl I C LAV PLANNING ENGINEERING FIRE APPRIFORM HEALTH DEPT HAZMAT lAIR QUAI. - OTHER SEWER DISIR TO FROM ';, 'iarwi yf3 -I- / 1/ _AAK - j ( • __ j.i.)