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Home My WebLink About1184 MAGNOLIA AVE; ; CB051691; Structural Calculations05-10-2006 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB051691 Building Inspection Request Line (760) 602-2725 1184 MAGNOLIA AV CBAD RESDNTL 2052109500 $420 435 00 2 5 Sub Type SFD2U Lot# 0 Construction Type VN Reference # Structure Type MF2-4 Bathrooms 6 SHAMSHOIAN RES-3374 SF SFD 538 SF 2DU 793 SF GAR Applicant SHAMSHOIAN MICHAEL J&LUCIA E 1184 MAGNOLIA AV CARLSBAD CA 92008 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 05/13/2005 SB 05/10/2006 05/10/2006 Owner SHAMSHOIAN MICHAEL J&LUCIA E 1184 MAGNOLIA AV CARLSBAD CA 92008 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BID #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $153524 Meter Size $0 00 Add I Reel Water Con Fee $997 91 Meter Fee $569 67 SDCWA Fee $0 00 CFD Payoff Fee $4204 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee ?? Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $7 651 92 $7 063 31 $000 $000 $804 64 $907 36 $000 $245 00 $6000 $8250 $2 925 00 $000 $000 $1 16261 $1 970 00 $10266 $26 11986 Total Fees $26 119 86 Total Payments To Date $26,119 86 Balance Due $000 BUILDING PLANS .IN STORAGE .ATTACHED Inspector FINAL APPROVAL 272.2. ADate •f- ClearanceJ7_ . . ^ NOTICE Please take NOTICE disapproval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PPLICATiqfN CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 ..PROJECTINFORMATION v, ««-** FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By. Date Address (include Bldg/Suite #) Z. Business Name (at this addrgggj Legal Description Subdivision Name/Number Assessor s Parcel # f/fi/6i£c Fn Description of Work /Vfew^/ 2 CONTACT PERSON (if different from applicant) City Agent for Owner Address Agent for Corrtracto?****B Owner Name i3 APPLICANT O Contractor Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # 5 CONTRACTOR COMPANY NAME^3""53" > yif f" JT*~ fl? ~~~ (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 [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License ff 6 IS/WORKERS COMPENSATION ^ ~ ^Jf- T^* > *"" ~ — Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [~l 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 [~1 I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) (2 CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers* compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100zOOO) in adfljpbn to tne^post of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE JffadfflA ^tt^Mr****^***^ DATE ^ OWNER BUILDER DECL^/TTION 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) j]S 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) PI I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement (~l YES flNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hiredl^the following persons to provide the work indicated (include name / address / phone number / type of work) A / PROPERTY OWNER SIGNATURE COMPLETE THfifSECTIQN'FOR NON RESIDENTIAL Ij^DINGJ'ERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' f~l YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' O YES fj NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? fj YES D NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCJlONTiNDING AGENCY *iJC~ ^fP^ „„ /*-^ri -"„-!., I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LtJUf j /'JjtiJMJ J-to/O^^^^u «.,f *j LENDER S ADDRESS / 0 PO K / 0^^rh {i'/[|/| /iWyS' (_/ 9 " APPLICANT CERTIFICATION •"*""" ft>l *T*C "^ *?0SVtSflu4 *\ S^^ftf"^ A**? t//|r4,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 City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from thedate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a pariod oi/(80ftays (SelSon 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE X^Ss^CxO^^j,,^^ DATE WHITE File YELLOW Applicant PINK Finance City ol Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire Plan Check » Permit* CB051691 ProiectName SHAMSHOIAN RES 3374 SF SFD 538SF2DU793 SF GAR Address 1184 MAGNOLIA AV Lot -T-c—ZZ- I 1 2 0 2008 Date 02/20/2008 PermitType RESDNTL Subtype SFD2U Contact Person MIKE Sewer Dist CA Inspected >• i , Bv lJS/e/' Inspected Bv Inspected Bv Comments Phone 7608897880 Water Dist CA Date . Inspected 2. fil/' y Approved 6* Date Inspected Approved Date Inspected Approved Disapproved Disapproved Disapproved List Permit# CB051691 Type RESDNTL SFD2U Date Inspection Item 02/21/2008 89 02/20/2008 89 02/20/2008 89 09/11/200723 09/06/2007 17 09/06/2007 18 08/27/2007 16 08/23/2007 16 08/14/2007 14 08/14/2007 24 08/14/2007 34 08/14/2007 44 07/30/2007 14 07/19/2007 14 07/19/2007 24 07/17/2007 14 05/08/2007 83 05/04/2007 1 3 05/04/2007 14 05/02/2007 13 05/02/2007 39 05/02/2007 39 04/19/2007 14 03/29/2007 22 03/27/2007 22 03/26/2007 22 03/23/2007 22 01/08/2007 14 01/04/2007 14 01/04/2007 22 12/27/2006 14 12/27/200621 11/22/200666 11/20/200666 10/20/2006 11 10/19/2006 11 10/13/200621 09/26/2006 82 Final Combo Final Combo Final Combo Gas/Test/Repairs Interior Lath/Drywall Exterior Lath/Drywall Insulation Insulation Frame/Steel/Bolting/Weldm Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Rough/Topout Frame/Steel/Bolting/Weldm Roof Sheathing/Ext Shear Shear Panels/HDs Frame/Steel/Bolting/Weldm Shear Panels/HDs Final Electrical Final Electrical Frame/Steel/Bolting/Weldm Sewer/Water Service Sewer/Water Service Sewer/Water Service Sewer/Water Service Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Sewer/Water Service Frame/Steel/Bolting/Weldm Underground/Under Floor Grout Grout Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Drywall/Ext Lath/Gas Test Inspector Act PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PC PY PY PY PY PY PY PY PY PY PY PY PY PY RB PY AP PA Rl AP AP AP AP NR AP AP AP AP PA NR AP NR AP NR NR PA we PA PA AP AP CO CA PA PA PA PA NR AP CA PA CA AP CO SHAMSHOIAN RES 3374 SF SFD, 538 SF 2DU,793 SF GAR Comments C/0 BOXES NEED ENGR APPROVAL NEED GAS NO ACCESS SEE NOTICE ATTACHED NO PLANS SOUTH SIDE OF GARAGE WALL TPPB FRONT COLUMNS ONLY FILL WITH WATER FOR INSPECTION SUBFLOOR SUBFLOOR SUBFLR WASTE LINE FILL WASTE LINE NEED SOILS AND SETBACK NO SUCH ADDRESS WHAT IS THIS Friday February 22 2008 Page 1 of 1 UNSCHEDULED BUILDING INSPECTION DATE ^ I + (/ ^Z> INSPECTOR PERMIT # <^^> f ^ ' i PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS 8? City of Carlsbad Bldg Inspection Request For 02/20/2008 Permit* CB051691 Title SHAMSHOIAN RES-3374 SF SFD, Description 538 SF 2DU.793 SF GAR 1184 MAGNOLIA AV Lot 0 Type RESDNTL Sub Type SFD2U Job Address Suite Location APPLICANT SHAMSHOIAN MICHAEL J&LUCIA E Owner SHAMSHOIAN MICHAEL J&LUCIA E Remarks Inspector Assignment PY Phone 7608897880 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By MIKE Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# CV010623 CLOSED Rl ROOF W/OUT A PI RMIT CV020538 CLOSED CONSTRUCTION WITHOUT PFRMIT Inspection History Date 09/11/2007 09/06/2007 09/06/2007 08/27/2007 08/23/2007 08/14/2007 08/14/2007 08/14/2007 08/14/2007 07/30/2007 07/19/2007 07/19/2007 Description 23 Gas/Test/Repairs 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 16 Insulation 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 24 Rough/Topout Act AP AP AP AP NR AP AP AP AP PA NR AP Insp Comments PY PY PY NEED GAS PY PY NO ACCESS PY PY PY PY PY SEE NOTICE ATTACHED PY PY CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602 2700 1635 FARADAY AVENUE TIME LOCATION. PERMIT NO Q 5 ~ I vg I I FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE1? FOR FURTHER INFORMATION CONTACT YES >4TIDING INSPE PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 07/30/2007 Permit* CB051691 Title SHAMSHOIAN RES-3374 SF SFD, Description 538 SF 2DU.793 SF GAR Inspector Assignment PY Sub Type SFD2U 1184 MAGNOLIA AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT SHAMSHOIAN MICHAEL J&LUCIA E Owner SHAMSHOIAN MICHAEL J&LUCIA E Remarks Phone 7608897880 Inspector Total Time Requested By MIKE Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg Comments/Notices/Holds Associated PCRs/CVs Original PC# CV010623 CLOSED RE ROOF W/OUT A PERMIT CV020538 CLOSED CONSTRUCTION WITHOUT PERMIT Inspection History Date Description Act Insp Comments 07/19/2007 14 Frame/Steel/Boltmg/Weldmg NR PY 07/19/2007 24 Rough/Topout AP PY 07/17/2007 14 Frame/Steel/Boltmg/Weldmg NR PY 05/08/2007 83 Roof Sheathing/Ext Shear AP PY 05/04/2007 13 Shear Panels/HDs NR PY 05/04/2007 14 Frame/Steel/Bolting/Weldmg NR PY 05/02/2007 13 Shear Panels/HDs PA PY 05/02/2007 39 Final Electrical WC PY 05/02/2007 39 Final Electrical PA PY 04/19/2007 14 Frame/Steel/Bolting/Weldmg PA PC 03/29/2007 22 Sewer/Water Service AP PY 03/27/2007 22 Sewer/Water Service AP PY 03/26/2007 22 Sewer/Water Service CO PY 03/23/2007 22 Sewer/Water Service CA PY 01/08/2007 14 Frame/Steel/Bolting/Welding PA PY 01/04/2007 14 Frame/Steel/Bolting/Welding PA PY 01/04/2007 22 Sewer/Water Service PA PY 12/27/2006 14 Frame/Steel/Bolting/Welding PA PY NO PLANS SOUTH SIDE OF GARAGE WALL ONLY TPPB FRONT COLUMNS FILL WITH WATER FOR INSPECTION SUBFLOOR SUBFLR WASTE LINE CITY OF CARLSBAD BUILDING DEPARTMENT , DATE NOTICE LOCATION. PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME fX^J FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? FOR FURTI^l INFORMATION/CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 10/20/2006 Permit* CB051691 Title SHAMSHOIAN RES-3374 SF SFD, Description 538 SF 2DU.793 SF GAR Inspector Assignment PY 1184 MAGNOLIA AV Lot 0 Type RESDNTL Sub Type SFD2U Job Address Suite Location APPLICANT SHAMSHOIAN MICHAEL J&LUCIA E Owner SHAMSHOIAN MICHAEL J&LUCIA E Remarks Phone 7608897880' Inspector Total Time CD Description 11 Ftg/Foundation/Piers Act Comment Comments/Notices/Hold Requested By MIKE Entered By JANEAN Associated PCRs/CVs Original PC# CV010623 CLOSED RE ROOF W/OUT A PERMIT CV020538 CLOSED CONSTRUCTION WITHOUT PERMIT Inspection History Date Description Act Insp Comments 10/19/2006 11 Ftg/Foundation/Piers CA PY 10/13/2006 21 Underground/Under Floor AP RB 09/26/2006 82 Drywall/Ext Lath/Gas Test CO PY NO SUCH ADDRESS WHAT IS THIS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION PERMIT NO FOR INSPECTION^ALL (760) 602 27,25 RE INSPECTION FEE DUE? FOR FURTHER/iNFORMATJON CONTACT YES PHONE CODE ENFORCEMENT OFFICER SOIL THSTKRS June 9,2005 PO Box 1195 Lakeside CaLforma 92040 (619) 443-0060 Mike Shamshoian 1184 Magnoba Avenue Carlsbad, California 92008 Subject Dear Mr Shamshoian File No 1106F6-05 REPORT OF PRELIMINARY SOILS INVESTIGATION Grading and Foundation Plan Review Proposed Residential Building Site 1184 Magnolia Avenue City of Carlsbad In accordance with your request, we have reviewed the grading plan and foundation plan and specifications and find that the recommendations in our Site Inspection report, dated March 15, 2005, are properly incorporated into the construction documents If you have any additional questions, please do not hesitate to contact our office Respectfully submitted, JCS/ss cc (3) submitted SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY (1990 NEC) THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS PERMfTf OWNER PHONE CENSUS TRACT * CONTRACTOR AREA IN SO FT 1C . VOLTS J-&-2-1.WIRE LOCATION CKT BXR SIZE WIRE SIZE TYPE MIS LTG REC REC LTG MISC WIRE SIZE TYPE BKR SIZE CKT LOCATION fl/A. Sd- &10 11 XT 12 13 /s /s 14 15 16 17 3*0 IB 19 20 21 /.r 22 33 /24 26 27 2> 29 XT tl xsr 30 31 /32 34 35 36 37 38 39 40 41 42 MAIN BUS . AMPBKR/FUSE AMP SERVICE ENTRANCE OR FEEDER CONDUCTORS A) SEE NO _ //<> en TYPE EH CU ^ AL C) INSULATION D) SERVICE GROUND/BOND A) SIZE MO B)TYPE Q CU QAL C) CLAMP LOCATORS) D ""* O WATER P*»E LI GROUNDHOD D 250 81(c) 250 S0(a) 81(«) 2SO 83(c) GFCI LOCATIONS 210-8 680-70 Q^BATHHOOM (S) tg< n COMPUTED LOAD Saa Calculator) WorfcihMt on back. BRANCH CIRCUITS REQUIRED A) LIGHTING CIRCUITS B) TWO SMALL APPLIANCE CIRCUITS C) LAUNDRY CIRCUIT D) CENTRAL HEATING EQUIPMENT REMARKS. .AMPS 220 3(b) 4(d) 220 4(b) 220 4<c) 422 7 I caftfy that all tarmmboni havv baan torquad m aecordane* with manufacbrar'a malrucMni and Ihtt ina work shown an IN* circuit card raprewna tha hjl axtant of tha work partormad undar 8u* pannL D OWNER I CONTRACTOR HYDHOMASSAQE TUB SIGNED DATE REFERENCE Sin D«go Etortwl N*«J»t*r 215-5 SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION OPTIONAL METHOD NEC 220-30 As an alternative method, the STANDARD METHOD, found in ARTICLE 220 of the National Electric Code, may be used 1 GENERAL LIGHTING LOADS Dwelling__Jil2iL_sq ft x 3 VA = _/£/££_ VA Small appliance loads -220-16 (a) 1500 VA x _Jl_circuits = &&°o vA Laundry load -220-16(b) 1500 VA x —L circuits = /&>o VA General Lighting Total /^ (03-2* VA 2 COOKING EQUIPMENT LOADS - Nameplate Value Range VA = VA Cooktop VA = VA Oven(s) VA = VA Cooking Equipment Total VA 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer VA= Dryer Total VA 4 FIXED APPLIANCE LOADS 230-30(53) , Dishwasher = /&>& VA Disposal = /^6 VA Compactor = J*ef4* ff*>r~ sl>oO VA Water Heater = 4^/K/w"^ A4.A*<x?rt- (^&& VA Hydromassage Bathtub = /&&& VA Microwave Oven = /$&*> VA Built-in Vacuum = &£/&£&&f*s><&. /3*QQ VA = VA Fixed Appliance Total 5 OPTIONAL SUBTOTAL (Add all of the above totals) 6. APPLYING DEMAND FACTORS - TABLE 220-30 ^ i c u i ,£~ i « f Fl*st 10,000 VA x 100% = 10,000 VAOptional Subtotal (from line 5) \ Remaimng ^^ VA T ^ , _ 7. HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or AC Load = 7t&> V A 8 OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = I 7t/+3 VA 9 MINIMUM SERVICE SIZE = °P^a^g Total = __^_ Ampere (Please put total on front of card under Computed Load) [SOIL TESTKKS|PP| PO Box1195 Lakeside CA 92040 (619)4430060 To is fo ~HF Ozfrt £>/&£& o^rna Ate/)rn£ f>£i«G-r^rzo From SOIL TESTERSTREPRESENTATIVE SPEAR & ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET SAN MARCOS CA 92078 (760) 736 2040 FAX (760) 736 4866 OCTOBER 24 2006 CITY OF CARLSBAD ENGINEERING DEPARTMENT 1635 FARADAY AVENUE CARLSBAD, CA 92008-7314 RE SHAMSHOIAN RESIDENCES 1184 MAGNOLIA AVE PLAN FILE # 05-08 DRAWING NO 432-1A THIS IS TO CERTIFY THAT BOTH BUILDINGS FOR THE ABOVE REFERENCED PROJECT HAVE BEEN STAKED PER THE ARCHITECTS SITE PLAN FOR SAID PROJECT THE MINIMUM BUILDING SETBACKS AS STAKED ARE AS FOLLOWS FRONT YARD 25 5 FEET SIDE YARD 15 0 FEET AND REAR YARD 10 0 FEET RESPECTFULLY SUBMITTED, RAY SPEA PLS6404 EsGii Corporation In (Partnership witfi government for <Buifding Safety DATE October 21, 2005 a APPLICANT JURISDICTION Carlsbad el PLANREVIEWER a FILE PLAN CHECK NO 05-1691 SET II PROJECT ADDRESS 1184 Magnolia Avenue PROJECT NAME Custom Duplex for Shamshoian H The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck ^- The applicant's copy of the cneck list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Ma/I Telephone Fax In Person • REMARKS Attention City Staff, the project square footage has decreased By Bryan Zuppiger Enclosures Set I Esgil Corporation D GA D MB D EJ D 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 Partnership with government for Quitting Safety DATE May 31, 2O05 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 05-1691 SET I PROJECT ADDRESS 1184 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 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Michael Shamshoian 1184 Magnolia Avenue Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Michael Shamshoian Telephone # 858 245 6421 Date contacted ^^(by j^ ) Fax# IVIail1-^ Telephone -^ Fax —-"Tri Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 05/17/05 trnsmtl dot 9320 Chesapeake Drive Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O5-1691 May 31, 2OO5 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 05-1691 JURISDICTION Carlsbad PROJECT ADDRESS 1184 Magnolia Avenue FLOOR AREA See Below STORIES 2 Dwelling 4685 ft2 Garage 793 ft2 HEIGHT 29'-8 75" at magnolia elev sheet A11B Deck(s) 266 ft2 DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 05/17/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER Bryan Zuppiger COMPLETED May 31, 2005 FOREWORD (PLEASE READ} This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 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 OS-1691 May 31, 2OO5 • 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 a) 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 b) 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. perUBCSec 106342 '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 they have 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 05-1691 May 31, 2OO5 • GENERAL RESIDENTIAL REQUIREMENTS 5 Glazing in the following locations should be of safety glazing material in accordance with UBC Section 2406 4 (see exceptions) a) 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 b) 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 10633 a) Manufacturer's name b) Product name/number c) 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 dram terminates through a wall, the overflow dram shall terminate 12" minimum above the roof dram 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 OS-1691 May 31, 20O5 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 a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 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 O5-1691 May 31, 2O05 26 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 TJI flanges • ELECTRICAL (NATIONAL ELECTRICAL CODE) 27 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 28 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 29 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) 30 Show the location, type and size (BTU's) of all heating and cooling appliances or systems Based on the response more corrections may follow 31 Show source of combustion air to furnace per Chapter 7 UMC Specify the location and sizes of both of the combustion air openings 32 Show minimum 30" deep unobstructed working space in front of furnace UMC Section 903 33 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 34 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 35 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 36 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 37 The maximum length of a clothes dryer duct is 14 feet with (two) 90° elbows All terminations shall be 3' from any opening in a building UMC Section 504 2 2 Carlsbad OS-1691 } May 31, 2005 • PLUMBING (UNIFORM PLUMBING CODE) 38 Show water heater size (1st hour rating), type, and location on plans UPC Section 501 0 39 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) 40 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) 41 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) 42 Please show drainage fittings in the island sink detail on the Cover sheet below the trap • NOISE INSULATION (DUPLEXES) 43 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 44 The regulations require a properly completed and properly signed Form CF-1R 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 45 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower) 46 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 Carlsbad 05-1691 May 31, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 05-1691 PREPARED BY Bryan Zuppiger DATE May 31, 2005 BUILDING ADDRESS 1184 Magnolia Avenue BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING II AREA PORTION (Sq Ft) dwelling garage deck(s) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 4685 793 266 cb ftlrfn Df>rmi(- Foo h\/ OrHinanrp ^^rl Valuation Multiplier City Valuation Reg Mod VALUE ($) 450,052 450,052 $1,62764 Plan Check Fee by Ordinance Type of Review I I Repetitive Fee ^| Repeats Complete Review D Other |—I Hourly fj Structural Only Hour* Esgil Plan Review Fee $1,05797 $227 87 Comments This PC is similar to #05-1690 macvalue doc DATE City of Carlsbad f*uD 1 i e Wo r ks — E n g in e e r i n g BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ~ &\0 -EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see^thp^ttached report of deficiencies marked witbfu Make necessary corrections to plans or specifioafeeiis for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By FOR OFFICIAL USE ONLY IGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHIftENTS D Dedication Application D Dedication Checklist LJ Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [J Right of Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name Taniya Barrows City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 Carlsbad CA 920081-7314 • (760) 602-272O - FAX (760) 6O2-TBSB2 BUILDING PLANCHECK CHECKLIST 1 Provide a fully dimensioned site plan drawn to scale Show B C North Arrow Existing & Proposed Structures Existing Street Improvements iperty Lines (show all dimensions) Easements Show on site plan F Right-of-Way Width & Adjacent Streets G Driveway widths H Existing or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF Example Tenant Improvement for 3500 SF of warehouse to 3500 SF of office F \BUILDING PLANCHECK CKLST FORM doo BUILDING PLANCHECK CHECKLIST 1bl s2"u 3™ DISCRETIONARY APPROVAL COMPLIANCE D D 4a Project does not comply with the following Engineering Conditions of approval for X"~ Project No D D D 4b All conditions are in compliance Date , DEDICATION REQUIREMENTS [2f D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm / dram 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 Yz" 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 CH C] C 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 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \BUILDING PLANCHECKCKLST FORM doc .jST BUILDING PLANCHECK CHECKLIST 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 CD EH CD 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 36000 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 EH [H [H 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date ED EH 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 060 of the Municipal Code EH EH EH 7 a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading 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 \BUILOING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST * ST ~ND oR n n D 7d No Grading Permit required n D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 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 dram, sewer and water utilities Right-of-Way permit required for _ D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo 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 D D D 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 first fees are attached - \\- Ts ^nK-Pi^w e>f\ \4^_ Si**- D No fees required u^'C^^*^ -V*"*- JL '©43 «**»+ &WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \BUILDING PLANCHECK CKLST FORM doc ,ST ,ND 3RD D 12b BUILDING PLANCHECK CHECKLIST • 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) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W The irrigation service should look like STA1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water F eUlLDING PUNCHECK CKLST FORM doc -V BUILDING PLANCHECK CHECKLIST ^ ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future CH CD CH 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this d EH CH 13 Additional Comments F \BUILDING PLANCHECK CKLST FORM doc D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by ~^"P~> ^Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use ^to 6?bl j Mu.M-^Sa Ft /Units 1 Tvpes of Use S>DtA APT CALCULATIONS List types rfSpprpi, *- Tvoes of Use <3te»uu i^fvi * iViLu.U Tvpes of Use £bl)C\ Sa Ft /Units 1 and square footages for all uses ^ft So Ft /Units \ So Ft /Units i EDU's EDU's i ADT's ADT's , ^ fA?t) 1 fef&) i (A?r" FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee) 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS =$_ TRAFFIC IMPACT FEE I D ADT's/UNITS (A-V-t) X FEE/ADT (^^(T 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 ADTs/UNITS X FEE/ADT =$ L/x /(/ "" DIST #3 ) =$ 4 FACILITIES MANAGEMENT FEE ZONE UNIT/SO FT - 5 SEWER FEE £-* J-XfEDU's -fT/F BENEFIT AREA EDU's X FEE/SQFT/UNIT \ ^ *- v'vlf ) X FEE/EDU ^/^ i X FEE/EDU 6 SEWER LATERAL ($2,500) - 7 DRAINAGE FEES PLDA H^ HIGH /LOW ^ ACRES » 2^?X FEE/AC ^/3^3 =$ =$4I|P =$ , =$/ =$ i^^'^7 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of 2 F \FEE CALCULATION WORKSHEET doc Rev 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9 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 may be due Dedications and Improvements may also be required with Building Permits 2 of 2 F \FEE CALCULATION WORKSHEET doc Rev 7/14/00 FEB-21-2006 TUE 01 46 PM ENGINSPECTION FAX 7604384178 P 001 PROJECT INSPECTOR PROJECT V CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE DATE ^GRADING PERMIT NO ^ A/* gj? S^" LOTS REQUESTED FOR RELEASE N/A = NOT APPLICABLE ^ = COMPLETE 0 ~ Incomplete or unacceptable ^st *^~ ^ /-" "~ x^ ^^" ^ x^^ •^ 2nd ' 1 2 3 4 5 6 7 8 9 D Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public Letter from Owner/Dev requesting partial release of specific lots, pads orbldg 814" x 11H site plan (attachment) showing requested lots submitted Compaction report from soils engineer submitted (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release 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 Fully functional fire hydrants within 500 feet of building combustibles and an ail weather roads access to site is required Partial release of grading for the above stated lots is approved for the purpose of building permit issuance Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process Partial release of the site is denied for the following reasons PTofect Inspector Ccrstruction Vanager Date DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner Mil APN Address Phone (760) 602- Type of Project & Use. Zoning J^f General Plan. CFD (in/out) #_Date of participation Net Project Density Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit _ ) Leoend ^ Item Complete Q 'tem 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. APPROVAL/RESO NO PROJECT NO YES NO DATE .TYPE. OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO_* i CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Dnve, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES __ NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # fj Follow-Up Actions. 1) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required: YES if NO _ (Effective date of Inclusionary Housing Ordinance - May 21 , 1 993 ) Data Entry Completed? YES Jk NO (A/P/Ds, Activity Maintenance,genter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATEI) Site Plan* H \AOMINVCCXJNTER\BldgPlnchkRevChldst R«v9/D1 Q D Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines « n D 1 Applicability YES f$ HDD 2 Project complies YESjf Zoning: HDD 1 Setbacks Front Interior Side Street Side Rear Top of slope !jftj D 2 Accessory structure setbs Interiof&de StpeetSlde ^ear- Structure separation t& CD D 3 Lot Coverage ^ D D * Height i D D 5 Parking Spaces (breakdown by Residential Guest Spaces Ret jf^rr^Kljr\ FV Additional Comments_]&2*:a^_^r~^ WI^H.S>^ ^i$ f\ NO 0 NO Required e>^ Shown ^^ Required /$ Shown ^JH Required jj»=* Shown ^^ Required ^^ Shown "^© Required «^=3 Shown ^^^ icks Required Shown Required Shown Required Shown Required Shown Required Shown Required £ W Shown I %s? 1$ Required ^^ Shown ^ I ^^ s^ ^JRequired ^ Shown ^i uses for commercial and industnal projects required) quired Shown g- \j i_ '/V^j^ 1 *• ^r *».*-* f $Ufl0L ffVKTVIffL M^TT^M^£^[ (/ f /fli &(JUfM&t/lJ' ifay <Si?C<$$fL$i MA/fllli^i ^H IT @.]P'j^^liW€ sufaciui </ ' CW DKTO ISSUE AND ENTERED APPROVAL INTO COMPUTER HAADMI^r^OUNTEF^BIdgPlnchkRevChklit DATE 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) _ Name(s) Property Address //^V Street Address City State Zip Code Assessor Parcel No Z^5. 'J.IQ' ?«?. O O Subdivision f&A^' fm /^ANrTt. /THUH t-AMOf /% Name p&oJ-~°V / \P 1 Or /^/?A4£.£. /Q Lot/Block Parcel No Project Number SECTION II - CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY 1 A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as an existing owner-occupied single-family detached dwelling unit and is a Suitable for use as a complete living facility with provisions within the facility for cooking, eating, sanitation and sleeping, b Occupied by one or more persons, and c Subordinate to the mam dwelling unit 2 The Property Owner(s) listed above hereby certifies that he/she owns the above referenced property, as of the date of this affidavit, and to his/her belief and knowledge, thefe are no conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment 3 The Property Owner(s) agrees to the following terms and conditions FRM0006 6/03 PAGE 1 OF 2 a The property and residence referenced above must not contain a second residential dwelling unit unless it is m compliance with the second dwelling unit provisions of the Zoning Ordinance of the City of Carlsbad b The Property Owner(s) shall reside in either the mam dwelling unit or second dwelling unit described above, now, and for the life of this agreement, unless a lessee leases both the mam dwelling unit and the second dwelling unit c The Second Dwelling Unit may only be rented and shall not be sold separately from the main dwelling unit, unless the lot on which such units are located is subdivided d The Property Owner(s) agree to rent the Second Dwelling Unit at a monthly rental rate which shall not exceed an amount equal to 30% of the gross monthly income of a low- income household, adjusted for household size, at 80% of the San Diego County median income e A copy of this agreement and Affidavit must be given by the Property Owner(s) to prospective purchasers of the property prior to entering into a sales contract for said property SECTION III - AFFIRMATION AND AGREEMENT I HEREBY DECLARE AND AFFIRM, under penalty of perjury, that all matters and facts set forth m this agreement are true and correct to the best of my knowledge, information and belief, and that I (we) understand, accept and will abide by the regulations, requirements, and standards governing the Second Dwelling Unit BY BY Property Owner *•/ Date Property Owner Date Owner's Telephone Number(s) (7**} fZj oet*. l( 058} 2-HS Home Office FRM0006 6/03 PAGE 2 OF 2 '. H&Vry rDeardftrff SE 17489 fl«a Del Curtuta Apu 189 San Diego CA92128 658 5920205 nm 858 532 773B FM(J°» O.sig«lf HTOtv r W Date ' 1 f" ! i .._ i 1 {4 >C£J s<5& — ^ ___ _ , — 1 ' : , i r~ 1 i K- L + i - ' i ^~ "*"" 1 * i t r__ t_ a. 7 T Hrfcry f DeatdoHf, 3E 74B9PlaiaOelCisti<!in AjH 189 StnDBBO CA 92128 858592 OZBfinne 858-592 7728 FAX QillfjMi KFD hj«~^ Siv Dull .o_ _ r_ I — i. -J-. f 145 £& f I -h- -f- I 1- - W uE. A P5-'^^ -T ^~ —i _U - ^ — + —i— — , _!Lt> L .. t* v/> ^c -t 1}_. , . - 4 Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 San Diego CA9212B sss 592 0205 Phone 858 592 7728 FAX Job SS Designer JjFD Page j^ Rev Date Y7U of _£l 1=4C r M iU Jkt HA_X c. A A 1 I 4 ~r~ -4— L (X ikj 4 ^o T I .£__T. 3SUJ ^\1JJ1(U i_l_ 'T ~T ~~\ 1 ^— ^ j "T J L ------ .4 TT—„_ i —i-. Harry F Deardorff SE 858 592 0205 Phone 17489 Plaza Del Curtidor Apt 189 85B 592 772a FAX San Diego CA92128 Job_5*r_5: Designer HFD Page C^ DRatI — sfnrfanr ^Ai^lsjloiAM—^ of E o C" HH ^ 4 &.t* 14 (L-^~ 4 uj -f- i r" L L_. T~ Harry F Deardorff SE 858 592 0205 Phone 17489 Plaza Del Curtidor Apt 189 858 592 7728 FAX San Diego CA92128 Job O Designer HFD ^=3Date M / t ( §. f /I IO& of Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 San Diego CA92128 858 592 0205 Phone 858 592 7728 FAX Job Designer HFD Page Rev of &3—R r tLML JM -:TCto"Tio n. I O«>1 CLXI= V4-C M^t^ ^ 4-' I-irt^LMy c, I i:&±:^ i f.»ti_—1_. ^ * ^ _ I I l_ 4 •/v^^ u i>r^- I l^jz'dit"--I ^T" —<£«ll ~t~ ~i 1 1— - WOOD JOISTS DFL #1 or Better Spacing 24" or Less 1# 1# MR F FACTOR SIZE § I FLOOR ROOF 2070 15 2X4 3 06 5 36 528 660 1794 13 2X6 756 208 1126 1449 1664 12 2X8 1314 4763 1812 2266 1518 11 2X10 2139 9887 2702 3378 1380 10 2X12 3164 1780 3375 4219 1242 09 2X14 4389 2908 4543 5679 WOOD SEAMS SAWN D.FL F«1208 or Sifter A A 4X0 2&4 30.9 4X10 »2.4 4BJB 4X12 38.4 73.5 4X14 46,4 102.4 1200X12*1440 30S4 1200X11*1380 8073 1200X1.0*1200 7390 1200X0J*10TO 8218 460ft 8225 11922 SXMlQDfflf 6X6 303 6X8 41* 6X10 52.3 6X12 53,3 6X14 74,3 6X16 I 2T.9 51.6 82.7 1213 107,1 220.2 1350X1=1350 1339 1312 3139 3023 5*09 725$ 9304 11630 13B35— 17043 17198 21410 24075 30004 0?:»T IM T-IS3 FJl/ffl FHfit Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 §ai» Dingo CA 92128 858-592-0205 Phone B58-592 7728 FAX Pag« Rev I O i **l LA ^ ___ i_. —I H- ' \ T~" I* r ~ -T - .-4-4-4- Uou 4- -- 4- I •- t * n H/arryF Deardorff SE 17489 Plaza Del Curtidw Apt 189 San Diego CA 62! 23 Job Designar HFD Page \ { Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 San Diego CA92128 Harry F Deardorff SE 17489 Plaza Del Curtitior Apt 189 San Diego CA92128 858 592 0205 Phone 858 592 7728 FAX Designer HFD _ Page ZKf_ _ Rev_lA . Date ~5 of —T" Keo^ _! ^^ i I M & L, 41 •LUL^ o e<o> ^ !f n j w_L^L.^-' fe • 1 mi 'i-Lfcu?. J_.-r- 1 j-- ^-r Harry F Deardorff SE 1 7489 Plaza Del Curtidor Apt 189 San Diego CA 92128 858 592 0205 Phone 858 592 7728 FAX Job Designer JjFJ3 Page Rev Date _JS44 3£fc=r-of L &£0 V ticsp j:^.^ T O dri^ UL i --ua _4-- T T" J -4~T Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 San Diego CA 92128 858 592 0205 Phone B58 592 772B FAX Job Designer HFD j> Page _ Q LWJCT P era i •/ -J-.L It ITlL>- '6)\ ^ t-iLlZ 6.c Q i» 20 - 12>_ j-=U, s Jr K O l "It V 5^ -T4 -_.i. . L _ l~T T 1 1 Hdrry F Deardorff SE 858 592 0205 Phone 17489 Plaza Del Curtidor Apt 189 858 592 772e FAX San Diego CA92128 job 3"? ( Designer HFD P^e _L%; __^_ °f _ Rev *-"» ^ .A / , Date Z"5T/ ^T/S^ UTflt'—H— te ~7 M 74 /I 7 1 ILL c HXJ UtU c:\_ W x JL^> a _ i/ b IB r^> Zf - __1. —I— H — T" Harry F Deardorff SE 1 7489 Plaza Del Curtidor Apt 189 San Diego CA92128 858 592 0205 Phone 858 592 7728 FAX Job Designer JHFD Page 1 Rev _J Date C of L\u n ^ w 0V.4 <2>f /A u it ^iML^ t±L4 ^^ Fm 4. u ii a _j— t. —H- h-j—t -Hh4-t- I ~TTT~i"~" I "T 1" Harry F Deardorff SE 1 7489 Plaza Del Curtidor Apt 189 San Diego CA 92128 858 592 0205 Phone 858 592 7728 FAX I I ^ ^i xw .a o o ot/ li u LLU ^ E c _l.. feX , 6 U- ^t-r —-K- 1 1 h-t i ail raISs! iiMl««| If|I|s8 1 SlliSlSS H>r-oioi J J* fa S** 5 S« 3;&;i s "W ^~ ra'^» fill5I!S ills ill « ^ te «le o Q> O 111 I Eli* •stf CE*K IA •* £K *~ ea ^»S SliSa-g^ I 1 65 <M X Harry F Deardorff SE 17489 Plaza Del Curtidor Apt 189 San Diego CA92128 858 592 0205 Phone 858 592 7728 FAX Job Designer HFD Page Rev Date of A -JA7. i*{tJ\Ho tttj._id ft / ^*3—t£~~-\ —t—i— 4-1- I I ~1 T~ —r 1.1 __i i- - MEZZANINE FLOOR FRAMIN 1 1 o%4_J yv— * k-- 'i I 3 1/2 ' x II 1/S1 PSL RIDGE L. , — i mm. i••• i •••••• i ••• ROOF FRAMNG DORMER - PARTIAL FRAMING PLAN A SCALE 1/4' « I -0' ROOF DORMER - PARTIAL PLAN SCALE 1/4 = I- SOUTH ELEVATION WEST ELEVATION DORMER - PARTIAL ELEVATIONS SCALE \/& = I'- o Harry F Oeanlflrff SE 7489FbaDslCyilrfor ftpj. IBS SaaBiEQB CA32I2S 858-582 0205 rewe SsB592 77ZEKX JDK So? DltE t St I ^ I _ K*tE UG ._ t.. LAfeftK (10 Aft vM ; "T" -!v;m sr ii^^iJl uJ2_ AStl : r .LJ_j- -j— 4---T- *- f--t —••— - 4~f i- —i-- ,VUli£ —f 4 r- N> -1 ft ^_ i ^ t t- i » Harry f Qeardsrlf SE 7489 Plui Bel Curtnfet Ant 1 B8 anOleso CAS2I26 858 692-0205 Owns 858-5K 7728 TAX J* Deslgagr MFD-H- Bit: i4 —+ + +• — ~t ~_. 1 ._ i ~t- I _L . 4.1W -^4 1?J t— --• - M-r-,,4 -?4^<? <t J > i i 4- -|^?4- 4- AU= k.ttl. i „ _i_-i i -r- —i—h- * -+--i-1. -4 * I F r/v '4-4' L + -^r --t —f—f -4-- -r - h L*. -4o/ -4 V^- k* 1 - I . -i » — -.. f i T ! -f Harry F DsardsFfl SE 7449 R«a W Curtita ftpL 189 Sun Diego CA 92128 MS-sazoztHpimis Dnigetr MFD Bsr D«ie -~r i T A-laJ \ _fe \ *<u^ Ts Itilt bUlfc ir 4 i --f --t ~ -" -1— V 1 U4- - — -i-H4- 4 *• 4 *• -fiuS^- __j_ -t T - t - ->— -r T- -r-f i -4- _J ~r- - - -. -i- , --h Harry F DaanSorif SE 7489 Rill W Quints AM. 189 SanOBBO CA32IJ8 SSS 592 0205 Has 858-532 7728 FAX Jl*_ Ottiimr tiFO (tor n.te- *>a -t—i-*-*4- c. M U ifr W 10 1C f S \\^h^rr~ t1 &T* -4- i _ _ _ L _ - t 7|J -j-i 4 *• -t_ fc**i _' r? H |^ ,'i t -t f ._ _j. I - f -r _,_*--i 1 —L 1 i _»_ _ t -" T J-, _ - * J- i I - - -• ~ t 4 -- Kerry F Desrdflrff SE 7489 Rua Bel Cunrfot Apt 169 858592-0205 Rum 8SS-5S277ISFSX ^^^_: <3>tHM U^ £A Uted^ fitfcl 1 ? 'frp&ftf LH -tcdp-ku ££M *Al ftfc«/ Jja?_i i 1 f- !K: . t H r --( 14«^ 4 I' 1 ' I f +-* »- <- - -t I •- -r ^cM 44fi£Li1^1T l f^TL'T i l_^-_ _|..JH._j! I ^__. 4 f- --I— f 4 | _| I- t *t -- t Harry F Deardorfi SE Apt 183 858 5S2-C205 Phone 858-5S2772SFAX OglgrarHFP fare L-l HW BftC I O TH ^ MOU ;W«t>. Ilk. _&a*x- /*q ,—j._ L i I ^"— •}" ^t^~ —4_. JtoV _L.^_4_. —* t -f—+— i— i^r -i-1 i: T :: (.1I ; ft 4-i- c la—i— t i——,— -1- ---)•- -i^-~ -4- •*irJ -^ {. 4 -—|—, 4 £ ,V/*-{_'-+.—|k^? / f -1 ^ 6t>v U I /; ££.(M »r -^ — T ( - T * Harry F Osardorff SE 7489 flaa Od Crtifcr Apt 189 SmOfegi £492128 S5859MKOSPtai 858 592 T728 FAX Jafc DttiswHfO DIM -is /* V*IA,'*U m fV^h- -1 4- -I- -" 4- O.t _L1 a 4~- Ll o "T" # T^Sj. f -I »i ;,. i •-r | ^-l--i— 4 i , ! r_ *- 4 i - t -T t ! i i i -i- -T — L- i •rr - —(.- * f -t 1 1 t r -- -I t i . Harry F Oeardorff SE MBSftalMCunita Apt 189 CAS2J23 858-592 0205 Ptas 658-59Z 7721 FAX Jofc DKlssr KFQ Bm-_ Bits +-T 4. -r i - \o w -iU •?_V \0' _t_ ._ -Vo ;ce M«U-J.-1 q -1 r-_^-U §4» J2PR ;— t- -i-7 h_ --*•- r -f .4^, r -r- - * - <,_ ^. — •f ^ - —4 +• t nl —| . _ ^-_ I -4- T ~- -• -4- i- Harry F Deardorfl SI as PtoOsi Eefli&r «pt IIS Eft 92123 858-5920205 Rone S5&-532 "2S f*X Her Dtti is. Y44 4 if Mul ^H * - — — iLfc! 4- TA vf t i +TU.?!K, f T __ t 15 • -4-- "T ~ i V PUi • 1 r-:4uf — -^— -4- A ^ t I , 1 r *- —T— *—f- -* — -h 1--J_--+ i I—J-_. I - 1 J ' - •)• I —t- Harry F Deardorff SE 7463 Plaza DEJCurfiihr Apt- »8S Sss 0*ss 0692128 858-5824)205 Ptoa w ^ "** f*x Jgfc Dw^wr BffO Din; IV !.„.._ u _ —;--(- ; U-c." - --( -- U- N: 2 < i V X I - 4--- t- i I .__.: - 4- I'M Harry F Bsardorfl SE 7489 Plaza Del Cants! Apt 189 mKBgsCA S2J28 858 592-02D5 n»rs 658 532 7728 FAX Job P»B»" Km- Oltt _i_ "t AU.^ff T 7 , 4- — t 0 N O~ A- ^T- ^ «^: ^Mte/ii, /U9£4 I' 1 T d-7-*015* T 4 ,. H HkA'^ --!- -i- +- 4-- —f i I ^ •r T" ! T" t -f 1 r ] i t. i -f i t- 1 -« - •r r r Harry F Dsardorff SE 7«BPIa2»OetCimklM *pl 189 CAB2I28 858 592 8205 Pimm 858 592 7728 FAX Job. Rt» Bttr -t—I- -» h it/". /Vy ^'Hl £ \1ti <-—t I .Llu L__ 't"i -H-|—i— -4-- 4- t- : --t •y°^-\t -t- •' L 145 f Mf? -+ — —f - i T- *L. t - — i— h— - 1 - ! I Harry F DserdDrff SE 74S3Pimifcfeimife< Apt IBS SSB Begat C* 92125 858 59! 0205 ftxm 859 592 7728 FAX BuHwHfB Rw Oite r z- (-1 ' tU i?r-t Ur -h 0 iVn?M b 1- -IfX.'XV u "t—-*•- — • — t __{___ ; -4 -i-- i -»._(. _ 4 - t 4 -4—r - - --r- t- ^^—. — T T ; - 4 > ^_ _ + _ i i i T f ^ i - [.__, __ _4 HariY F DBanforff, SE 7483 RMS M Cintite ftpf tB3 CA82I2! *® sa-aas «m» Djstpar HFD far fete' I :A CiO ^jb a? i ip-.-. <u 1*^ f fi -i-r —* - - + "*" "f "•' ~~T r-t - - - -i- t ~!~ ^ ^t . -|- 0. v -(. ! t • r" T I I _l__i__ 4- •" T U h - + r I -H. -f—( ,§? L_i .. -.^ I »-— -4- —- Harry F DsardurH Sf Apt 183 858.582-0205 Kara ®&ffl mi F«Job- &f§R3? i WB. ftir Dm* HfD J3* L;l u- 11 u 'a + I -j-—-f~~ I 14 »4^ t —ti -t4- M rV i^ \ t ^t TOi ~[ ~T - t L.priJ: -UL,/¥ i i t * — -r -- -t AJ! --4 -t—. iti; 4 -v^ht.^ -i 4- -t^- ^ -.- I ., -— ^ - 4- ^- L , --U- -t -" T- 7 r *"l ' i t- T "— arry F Oflardfirff SE 748SPtaza(telCurtiiliif Apt-183 siDtegs ssn-Sfi-MOSPtoB 858-582 7728 FAX Rsv Dm. ^ Jl L h* J&2 -_j&* f t tt f -t ^ * — 1 — -f~ - — t — • ._(._ 4 I*. SJ.. f1 ^'JMbX rrfe -i—i- i •r ^ i -i T - - 4 I -4.- -1- : _| -- -+ Harry F Daardorff SE l74S9PlattDelCurt.il* Apt 189 SsnGrep CAS2128 85B 592 0205 Phsna 858 592 ?TO8 MX Qaslgse • HFB A__ « __Z J*u.--r-- -I #Ut&9 W.A -H 1— 1-TJT ^—t- ^^L _t iS_- w*^ ••- r—t- .-4- 4_ ow la<-—i 1 f ^ „_ + 5-&_ i«- & t —t - -i—^.—*_ -i- - -t- L_ J'-t. ,_X o un - 1 -f f i riar 13 05 02* Dip 7SO 72SQ83O PO Box 1185 a * ^4. <r «wwvr Lakssjste CaliforniaMarch 15,2005 92040 (619) 443-0060 Mike Shamshoian 1184 Magnolia Avenue Carlsbad California 9200S SUBJECT file No I106F6-05 SITE INSPECTION Propos^ Residential Building Site 1184 Magnolia \venue City of Carlsbad Dear Mr Shamshoian SCOPE in accordance with your request, a Site Inspection has been performed ai 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 texlmlry classified the surface and near surface soils Representative samples of the on-stte 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 to accordance with A.S TJML D} 556-82 m the bottom of the Test Exploration No ) near the front of the me The lest results indicate that the relative compaction of the native sod at that elevation is 89 8 percent SITE CONDITIONS The subject site is s residents! property located on the north side of Magnolia Avenue. The parcel is presently occupied by a sing!e-fanii!y residence with detached garage on the east stde 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 remainder of the parcel slopes to the west in a 2 to 4 percent inclination The property ts heavily landscaped with a various sized trees, brush, grass and weeds outside the Mar 13 U5 OZ-GHp 76Q 72SG8SQ p 3 MifceShamshoian FiJeNo 1106F6-05 March 15,2005 maintained from and back yards of the residence, Qlfeer nearby properUes are medium to large lots, occupied by residential structures. Man-made fill softs were eiicounlered to approximately one to two feet nt depth during the course of this inspection. SOIL CONDITIONS The soils encountered m the provided trench locations were fill materials consisting of loose loamy, brown, silty, sands with organic materials to approximately one foot m depth. These fill soils were underlain by native, firm, light red brown, sihy granular sands that became mc^ dense vnthd^th to the bcrttom of the expioratHms, approximately 3 feet in depth Hie sandy soils encountered in the test explorations were not considered to be detrimentally expansive with respect to change m volume vJth change in moisture content and will not require gpectal foundation design to resist expansive soils CONCLUSIONS AJ>?> RECOMM£NDATTONS 1 In order to provide uniform support for the proposed structure, the existing fill materials and any compressible native sods m proposed building areas should be excavated to firm natural ground (approximately 2 to 3 feet m 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. 1 Conventional spread footings founded a tmnufium of 12 inches below lowest adjacent grade and having a width determined by the allowable sod bearing value as detailed above are recommended for foundation support Footing widths should be at least 12 indies for continuous footings and 24 inches for square footings due to practical considerations as weft as Budding Code requirements This footing design is a minimum based upon the foundation sod type and does not take into consideration structural requirements 3 Reinforcing in footinp should consist of at least one #4 steel bar placed continuously in the top and bottom of continuous footings regardless of strutfuraS requirements Remforctng for isolated fboiirgs are dictated by die structural requirements These recommendations are based upon oa the sot! type encountered and do not take W*Q 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 m thickness Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand Mar- IS 05 OS:O2p Mike Sham shoian File No 1106F6-05 Man* 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 monolilfaeally with continuous footings at the slabs perimeter Conventional tiackened edges should be 8" thick at dab edge, uniformly tapenng to 4" thick at 2* from dab edge. The thickened edges or monolithic footings should extend completely around the slab's penm&er Construction and expansion joints should be considered slab edges Maximum spacing of expansion joints is SO* for interior dabs and 30* for exterior slabs 5 A representative sample of die 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 loot may be used in designing the foundations and slab for toe 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 1340 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 Engineer1 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 jansdsctrve governmental agencies They are to be allowed adequate access so that the inspections and tests may be performed. The Sod 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 constructor* 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. Mike Shamshoian File No I106F6-OS March 15 2005 Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in wntuig by the owner and the contractor and endorsed by the soil engineer SOIL TEST METHODS- Maximum Denssty & Opt Moisture - ASTM D1557-70 Density of Soslln-Kaee -=ASrMDlS56,B2SZ2andD3Gl? Soil Expansion - UBC STAM>ARD 29-2 Shear Strength - ASTM D308O-72 Gradation & Gram Size - ASTM Dl 140-71 Capillary Moisture Tension - ASTM D232S-68 Organic Content - % Weight loss after heating for 24 hours at 300° F and after deducting soil moisture. LIMITING SOILCONDlTIONSi MinimuK* Compaction 90% for disturbed'soils (Existing fill, newly placed fill, ptewsd 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 dun 40% passing the #4 sieve. Oversized Particles Rocks over 10" sit 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 sod Slopes exceeding 20% should be stepped uphill with benches 10' or greater tn width. Scarify area to receive fill to 6" depth and compact FILL MATERIAL shall nSt contain insufficient lines, oversized particles, or excessive organics On-site disposition of oversized rock or expansive soils is to be at die written direction of the Soil Engineer Select fill shall be as specified by the soil engineer All fills shall be compacted and tested SUDDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobsttucted. They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rode m a vee' ditch to intercept and drain free ground from the mass fills Perforated pipe shall be schedule 40, PoIy-Vtnyt»Ch!onde or Acrylonttnle Butadieane Styrene pkshc. Rock filter material shall conform to the following gradation Mar 13 OS 02 OEp 7BD 7230830 p b MikeShamshoian File No 1106F6-OS March 15 2005 Sieve size 3/4" #4 #30 #200 %PassHsg 90-100 25-50 5-20 0-7 Subdrams shall be set at a mmimum gradient of 0 2% to dram by gravity and shall be tested by dye flushing before acceptance Drains foam! inoperable shall be excavated and replaced CAPPING EXPANSIVE SOILS: If capping expansive 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 S' beyond the exterior perimeter of the structure Special precautions should be taken to ensure that the non-expansive soil remains vmcontaminated and the minimum thickness and dimensions around the structure are maintained. The expansive soils underlying the cap of non-expanssve 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 compming the cap should conform to the following Minimum Compaction 90 % Maximum Expansion Index 30 Minimum Angle of Internal Faction 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 ary reason, hjs 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 report1 ff we can be of any further assistance, please do not hesitate to contact CHIT office. This opportunity to be of service JS sincerely appreciated Respectfully submitted, Joseph C Smyth, RCE 21#50 f JCS/ss WOOD JOSSTS DFL #1 or Setter Spacrng 24" or Less E pAejjag t j FLOOR 2070 IS 2X4 306 536 528 €30 1794 13 2X8 756 208 1126 f449 v 1684 12 2X8 13.14 4763 1812 2266 1518 11 2X10 2138 9887 2702 3378 1380 10 2X12 3164 1780 3375 4219 1242 09 2X14 4389 2908 4543 5679 WOOD BEAMS SAWN OF I 4X Material F = 1200 SI or Better S1IS 4X3 4X10 4X12 4X14 SIZE 6X6 6XS 6X10 6X12 6X14 6X16 & 25,4 324 3S4 484 6X Material & 303 413 523 63.3 74,3 85 5 S 30 S 4SJ 738 1024 t 279 516 827 1212 1671 2202 1 1200X1.2=1440 1200X1 1=1320 1200X1 0=1200 1200X09=1080 FM31Z f 1350X1=1350 1350X1-1350 1350X1=1350 1350X1=1350 1335 1312 FLQQP 3684 5073 7380 . 9216 #1 PLQOR 3139 5305 9304. 13835 r 171SS 24075 ssae 4305 6341 9225 11522 1# RQQP 3923 7256 11630 17043 21410 30034 JUS-24-S4 07 IF FSSfiNJesmorSf C feartsrtf. IK »TCSnim3 T-CB5 P 11431 MSI a & s«f i IM sf aw s 3.$ H.STS tsa w» lean WHS*. 16 MBS S® I^SS «S?5Ste t&a S84 «a« sgg 1101 20 23S.3 3^9 S3SS8 8835? 2939 &2S ftfifli f2S*SHI SfelB 37ZF4 73B14 ins assa ise* arae 1201 ts ms ams egg V 33&0 Z73B TiKflfl 82 «&S SOF gg» t1B377 469 tdtS1§ 1845 4fi£T asw as TSB.7 28 9H.T 65 aasr isasss issss a » * il i § ci If if $ § 111 I — ••I?1 e £ f ad o* I fae If 1 ii^l l] r§ SOU, TESTERS PO Box 1195 Lakeside, California March 15,2005 (619) 443^ 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 previewed 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 m-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 elevaton 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 development 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 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, silty, 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 1 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 3 Reinforcing in footings should consist of at least one #4 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements Reinforcing for isolated footings 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 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 monohthically with continuous footings at the slabs perimeter Conventional thickened edges should be 8" thick at slab edge, uniformly tapenng 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 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 JOAngle of Internal Friction 38° Cohesion 249 psf Unit weight 1218pcf Maximum Dry Density 1340pcf 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 junsdictrve 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 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 SOBL TEST-METHODS- Maximum Density & Opt Moisture - ASTM D1557-70 Density of Soil In-Place - ASTM D1556, D2922 and D3017 Soil Expansion - UBC STANDARD 29-2 Shear Strength - ASTM D3080-72 Gradation & Gram Size - ASTM Dl 140-71 Capillary Moisture Tension ~ ASTM D23 25-68 Organic Content — % Weight loss after heating for 24 hours at 300° 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 m width Scarify area to receive fill to 6" depth and compact FELL MATERIAL shall not contain insufficient fines, oversized particles, or excessive organics On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer Select fill shall be as specified by the soil engineer All fills shall be compacted and tested SUBDRAINS 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-Chlonde or Acrylomtnle Butadienne Styrene plastic Rock filter material shall conform to the following gradation Mike Shamshoian File No 1106F6-05 March 15, 2005 Sieve size %Passing 3/4" 90-100 #4 25-50 #30 5-20 #200 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 EXPANSIVE SOILS If capping expansive 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 uncontammated 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 Faction 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 report1 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, *0ftyfl/is- f— Joseph C Smyth, RCE 21^0 f JCS/ss June 9, 2005 CHRISTIAN WHEELER. ENGINEERING Soil Testers Post Office Box 1195 Lakeside, CA 92040 CWE 2050028 1 SUBJECT SEISMIC DESIGN CRITERIA, PROPOSED RESIDENTIAL BUILDING SITE, 1184 MAGNOLIA AVENUE, CARLSBAD, CALIFORNIA REFERENCES 1) Site Inspection, Proposed Residential Building Site, 1 184 Magnolia Avenue, City of Carlsbad, California by Soil Testeis, File No 1106F6-05, dated March 15, 2005 2) Maps of Known Active Fault Near-Source Zones in California and \djacent Portions of Nevada by California Division of Mines and Geolog), dated February 1998 3) Geologic Maps of the Northwestern Part of San Diego County, California, California Division of Mines and Geolog)' Open-File Report 96-02 by Slang S Tan and Michael P Kennedy Dear Ladies and Gentiemen In accordance with your request, we have prepared this letter to present pertinent seismic/geotechmcal information regarding the project site The scope of our limited study consisted of a review of the referenced soils report, a re\iew of other pertinent literature, and the preparation of this letter that includes our findings GENERAL GEOLOGIC SETTING The project site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary age sedimentary deposits, associated suificial soils, and artificial fill The near-surface materials at the site are described in the referenced report by Soil Testers SEISMIC DESIGN PARAMETERS Based on a maximum magnitude (Mrrm) earthquake of 6 9 along 4925 Mercury Street -fr San Diego CA 92111 CWE 2040028 June 9,2005 2 the nearest portion of the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be approximately 0 38 g For structural design purposes, a damping ratio not greater than 5 percent of critical dampening, and Soil Profile Type So are recommended (UBC Table 16-J) Based upon the location of the site at approximately eight kilometers from the Rose Canyon Fault Zone (Type B Fault), Near Source Factors Na equal to 1 0 and N, equal to 1 08 are also applicable These values, along with other seisrmcally related design parameters from the Uniform Building Code (UBC), Volume II, Chapter 16, utilizing a Seismic Zone 4 are presented in tabular form below UBC -CHAPTER 16 TABLE No 16-1 16-J 16-Q 16-R 16-S 16-T 16-U SEISMIC PARAMETER Seismic Zone Factor Z Soil Profile Type Seismic Coefficient C-i Seismic Coefficient Q Near Source Factor Na Near Source Factor N% Seismic Source Type RECOMMENDED VALUE 040 So 044Na 064N, 10 I 08 B LIQUEFACTION Liquefaction is the phenomenon that ma) result in large total and/or differential gtound surf-ice settlement and possible lateral ground spreading during an eaithquake Liquefaction occurs when loose, saturated, generally fine sands and silts are subject to strong ground shaking The soil loses all shear strength and becomes a viscous liquid for a short period of tune, and then usually solidifies Settlement of the ground surface and failure of foundations caused by liquefaction is usually only affected by the soils that liquefy within die upper 30 feet the effect of liquefaction of soils below this depth is not usuall) manifested at the ground surface Four conditions usually must be present before liquefaction can occur 1) The soil is below the groundwater table, i e , saturated, 2) The soil is composed predominantly of fine sand and silt, 3) The soil is in a loose to medium dense state, 4) The soil is subject to a sufficient magnitude and duration of strong ground shaking CWE 2040028 June 9,2005 3 Based on the available information, it appears that the ground water table is relatively deep and that the natn e matenals at the site below the foundation elevation are generally medium dense to dense and are not subject to liquefaction If jou ha\e any questions after reviewing this letter, please do not hesitate to contact this office Respectfully submitted, CHRISTIAN WHEELER ENGINEERING Curtis R Burdett, C E G #1090 CRBcrb cc (4) Submitted CERTIFIED ENGINEERING GEOLOGIST Magnolia *********************** * * * EQFAULT * * * * Version 3 00 * * * DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER 2050028 JOB NAME MAGNOLIA CALCULATION NAME Test Run Analysis FAULT-DATA-FILE NAME CDMGFLTE DAT DATE 06-09-2005 SITE COORDINATES SITE LATITUDE 33 1552 SITE LONGITUDE 117 3375 SEARCH RADIUS 100 mi ATTENUATION RELATION 3) Boore et al (1997) Horiz - NEHRP D (250) UNCERTAINTY (M=Median, S=Sigma) M Number of Sigmas 0 0 DISTANCE MEASURE cd_2drp SCOND 0 Basement Depth 5 00 km Campbell SSR Campbell SHR COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED CDMGFLTE DAT MINIMUM DEPTH VALUE (km) 0 0 EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS ABBREVIATED FAULT NAME ROSE CANYON NEWPORT -INGLEWOOD (Offshore) APPROXIMATE DISTANCE mi (km) 4 9( 79) 5 3 ( 85) ESTIMATED MAX EARTHQUAKE EVENT MAXIMUM EARTHQUAKE MAG (Mw) 6 9 6 9 PEAK SITE ACCEL g 0 381 0 366 EST SITE INTENSITY MOD MERC X IX Page 1 Magnolia CORONADO BANK ELSINORE-TEMECULA ELSINORE-JULIAN ELSINORE-GLEN IVY PALOS VERDES EARTHQUAKE VALLEY NEWPORT-INGLEWOOD SAN JACINTO-ANZA CHINO-CENTRAL AVE SAN JAC INTO-SAN J. WHITTIER SAN JACINTO-COYOTE CREEK COMPTON THRUST ELSINORE-COYOTE MOUNTAIN ELYSIAN PARK THRUST SAN ANDREAS - Si SAN JACINTO - BORREGO SAN JOSE CUCAMONGA SIERRA MADRE PINTO MOUNTAIN SAN ANDREAS - Co, NORTH FRONTAL FA CLEGHORN BURNT MTN NORTH FRONTAL FA RAYMOND CLAMSHELL-SAWPIT SAN ANDREAS - 18' SAN ANDREAS - Mo;j ave EUREKA PEAK VERDUGO SUPERSTITION MTN HOLLYWOOD ELMORE RANCH SUPERSTITION HILLS LANDERS HELENDALE - S LOG SANTA MONICA LACUNA SALADA MALIBU COAST LENWOOD-LOCKHART - O BRAWLEY SEISMIC ZONE SIERRA MADRE (Si JOHNSON VALLEY NORTHRIDGE (E ( EMERSON So - C( SAN GABRIEL ANACAPA-DUME **************** -END OF SEARCH- 53 FAULTS FOUND (L A Basin) (Elsinore) CINTO VALLEY CREEK UNTAIN T RNARDINO Bernardino hern EGO hella T ZONE (West) T ZONE (East) Rupture ve (San Jacinto) (San Jacinto) KHARDT LD WOMAN SPRGS NE Fernando) rthern) Ridge) ER MTN 21 1( 34 0) 24 0( 38 7) 24 2( 39 0) 33 7( 54 2) 35 9( 57 7) 43 7( 70 4) 46 1( 74 2) 46 7( 75 1) 47 0( 75 6) 47 2 ( 75 9) 51 3 ( 82 6) 52 3 ( 84 2) 55 7( 89 7) 57 9( 93 2) 58 4 ( 94 0) 59 7( 96 ^) 64 9( 104 4) 64 9( 104 4) 66 2 ( 106 6) 68 1( 109 6) 70 7( 113 8) 70 8( 114 0) 71 8 ( 115 6) 73 0( 117 5) 75 3 ( 121 2) 77 5( 124 7) 77 9( 125 4) 79 8( 128 5) 79 8( 128 5) 80 2 ( 129 1) 80 6( 129 7) 80 6( 129 7) 80 7( 129 9) 82 3( 132 5) 82 6( 133 0) 84 3( 135 6) 86 2 ( 138 8) 87 3 ( 140 5) 87 7( 141 1) 88 2 ( 142 0) 89 0( 143 3) 89 3 ( 143 7) 91 8( 147 8) 92 3( 148 5) 95 3 ( 153 3) 95 3 ( 153 4) 95 4 ( 153 6) 95 6( 153 8) 95 9( 154 4) 97 1( 156 3) 97 2( 156 4) 7 4 6 8 7 1 6 8 7 1 6 5 6 9 7 2 6 7 6 9 6 8 6 8 6 8 6 8 6 7 6 7 7 3 7 4 6 6 6 5 7 0 7 0 7 0 7 1 7 0 6 5 6 4 6 7 6 5 6 5 7 8 7 1 6 4 6 7 6 6 6 4 6 6 6 6 7 3 7 1 6 6 7 0 6 7 7 3 6 4 6 7 6 7 6 9 6 9 7 0 7 3 0 184 0 122 0 142 0 094 0 105 0 066 0 078 0 090 0 084 0 076 0 068 0 067 0 078 0 062 0 071 0 057 0 074 0 078 0 050 0 057 0 072 0 072 0 058 0 061 0 068 0 042 0 040 0 056 0 050 0 050 0 081 0 056 0 039 0 054 0 042 0 046 0 041 0 040 0 058 0 052 0 049 0 049 0 050 0 056 0 034 0 048 0 040 0 054 0 044 0 046 0 066 VIII VII VIII VII VII VI VII VII VII VII VI VI VII VI VI VI VII VII VI VI VI VI VI VI VI VI V VI VI VI VII VI V VI VI VI V V VI VI VI VI VI VI V VI V VI VI VI VI ************************************************************* WITHIN THE SPECIFIED SEARCH RADIUS THE ROSE CANYON FAULT IS CLOSEST TO THE SITE IT IS ABOUT 4 9 MILES (7 9 km) AWAY LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION 0 3808 g Page 2 City of Carlsbad ^ •••^••••••^•••••^•l^BHHHBH^BHBBMBuilding Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION N This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential !3SSiJh r, J&OUA IT Number of New Dwelling Units Square Feet of Living Area in New Dwelling 33 7 V Second Dwelling Unit Square Feet of Living Area in SOU Residential Additions Net Square Feet New Area Commercial/Industrial Square Feet Floor Area City Certification of Applicant Information , DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School Distrie 6225 El Cammo Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, 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 Jootage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and Inat (2) the Owner is the owner/developer of trje above described project(s) or that the person executing this declaration is "authorized to sign on behalfof the Owner Signature Date Revised 4/20/00 1 635 Faradky Avenue • Building Counter Carlsbad CA 920O8-731 4 • (76O) 6O2 27OO (760) 602-2719 • FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(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 GAYLEN FREEMAN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOLDlSlrtlCT NAME OF SCHOOL DISTRICT 6225 ELCAM1NO REAL rani SRfln PA 99009 rrv PHONE NUMBER Revised 4/20/00 I V]CARLSBAD UNIFIED SCHOOI DISTRICT \ \ IFFFFRSON ELEMENTARY [ | CARLSBAD HICH SCHOOL \ \ MACNOLIA ELEMENTARY | | CARLSBAD VILLAGE ACADEMY \ \ CALAVERA HILLS SCHOOL | | VALLFY MIDDLE SCHOOL [ | KEt IEY SCHOOI | | BUENA VISTA SCHOOL [~~| HOPE SCHOOL RECEIVED FROM | | AVIARA OAKS MIDDLE SCHOOL | | PACIFIC RIM | | CALAVFRA HILLS MIDDLE SCHOOL []OTHFR (If Applicable) PARENT OF ll ^ H YV\ -ptf^jfc- ^05- PAYMENT FQR^ DATE ^•500 ACCOUNT NUMBER AMOUNT RECEIVED BY .CASH.__ CHECK ,3353 TOTAL 73 oi W O1|II-7 Tl en 0>*co 2 -^"en8 m