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HomeMy WebLinkAbout2418 SACADA CIR; ; CB013783; Permit•06-03-2003 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 CB013783 Building Inspection Request Line (760) 602-2725 2418SACADACRCBAD RESDNTL 2161904800 $507,21200 Sub Type DUP Lot# 0 Construction Type VN Reference # 2 ' Structure Type MF2-4' 6 Bathrooms 6 STEPHENS DUPLEX- UNITS A & B DUPLEX 5554 SF, GAR 1096, DECKS 512 SF Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 06/07/2002 JM 06/03/2003 06/03/2003 Applicant TAYLERSON GREGG 215 9474 KEARNEY VILLA ROAD SAN DIEGO CA 92126 858-578-2950 Owner BANICH EMIL J&STELLA M 3PRESTW1CKCT DEARBORN Ml 48120 06/03/03 0002 01 02 32206-53 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee '' Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee ; Renewal Fee \ Add'l Renewal Fee Other Building Fee Pot Water Con Fee , „_ Meter Size \ Add'l Pot Water Con Fee Reel Water Con Fee $1,79944 $0 00 $1,16964 $000 $000 $5072 $0 00 * ,$000 $620 00 $0 00 $848 00 $000 $000 $0'00 ! ' $000 $0 00 $0 00 $0 00 $0 00 Meter Size Add'l Reel Water Con Fee Meter Fee A , , , * / SDCWAFee1* ^ CFD Payoff Fee PFF (CFD Fund) License Tax <. License fax (CFD*"Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee'PLUMBING TOTAL ,ELECTRICAL TOTALMECHANICAL TOTAL , Housing Impact Fee , ' Housing InLieu Fee '' Bousing Credit Fee Master Drainage Fee Sewer Fee^ s Additional Fees TOTAL PERMlf FEES $000 $000 $000 $000 $9,231 26 $8,521 16- . $000 $000 $721 92 $81408 $000 , $371 00 $8500 $11400 ' $000 $9,030 00 $000 $0 00 $000 $000 $33,376 22 Total Fees $33,376 22 Total Payments To Date 7 $1*169 64 Balance Due $32,206 58 Inspector FINAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of imitations has previously otherwise, expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By Date Address (mcliJrae Bldg/Suste #}Business Name (at this adding 12/07/01 0002 01 02 Legal Description Lot No Subdivision Name/Number Unit No Phase No *of Assessor's Parcel Existing Usese iT- Ur Proposed Use Description of Work SQ FT #of Stories # of Bedroom # of Bathrooms -'SMTC -r A gaia? Name~ "{ !3 *!a! rAP(PLIC ANT £~ //? \A? Address City Q * Contractor,^ 0 Agent? br'Contbcjor^ [0 Owner,; J| GO s Agent 'for 'Owner S;ate/Zip Telehone #Fax* Address City State/Zip Telephone ' i!h : ^ h^,r!^.ls>p lib .,esc Address CityName s( ft CONTRACTOR'-.COMPANY^NAME! (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter improve, demolish or repair any structuTe, pnor'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 [S500]) CA * Name State License # Address License Class Q City State/Zip Telephone # City Business License # | uj <3 ") 1 0 (0 Address City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [D 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 n 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 —^f - "? i *1?~^? &\ 3> ?f"~ /&/ JM> < /r" W /T/t. 5f#( PolicInsurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [S1001 OR LESS) n 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 worker>>£pnipensation coverage is unlawful, and shad subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (SUyX)£0), in adtmioXto the cost of compensation, damages as provided for in Section 3706 of the Labor code,, interest and attorney's fees SIGNATURE -T^ ----- - — - ---- \ DATE /T/ *> / & 3"J\ ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) 0 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) CD I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _^_^__ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE BUILDING PERMITS ONLY.t.U' I « S ••' •• V'lf! UI <(> ui i Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act' Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' Q YES n NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES CH NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER S ADDRESS I certify that I have 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 1 80 dayaJfemJhe date o>such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commgBcSa^for a penod/Sf 18Q days^Sectiq(/1p6 4 4 Uniform Building Code) DATE /£"37HQ / _APPLICANT'S SIGNATURE WHIT* j£#t4>^v YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept. Building Engineering Planning CMWD St Lite RECEIVED Fire CITV Ol- C INSURING i'e-P/lKlMfc.iJ f JMtl DIVISION Plan Checks Permit #CB013783 Project Name STEPHENS DUPLEX- UNITS A & B DUPLEX 5554 SF, GAR 1096, DECKS 512 SF Address 2418 SACADA CR Contact Person GLEN Phone 7605196101 Sewer Dist LC Water Dist O Lot Date 08/13/2004 Permit Type RESDNTL Sub Type DUP 0 Inspected? , Bv C£=AH P ffixsC Inspected By Inspected By Comments fOo vL^o-j _r \ Date /s^/y IA Inspected OV Kf/O Date Inspected Date Inspected A^A Avs_-C^, 7 Approved f Approved Approved ^*LL- - / %, Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 08/20/2004 * Permit# CB013783 Title STEPHENS DUPLEX-UNITS A&B Description DUPLEX 5554 SF, GAR 1096, DECKS 512 SF Inspector Assignment PY 2418 SACADACR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT TAYLERSON GREGG Owner STEPHENS KEVIN Remarks UNITS A&B Phone 7605196508 Inspector JWv Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By RICHARD Entered By BARBARA Act Comment Associated PCRs/CVs PCR03154 ISSUED SACADIA II, FOUNDA I ION Dh I AIL Inspection History Date Description Act Insp Comments 08/13/2004 89 Final Combo NR PY 06/21/2004 14 Frame/Steel/Boltmg/Weldmg WC PY 06/17/2004 92 Compliance Investigation NS PY 04/05/2004 82 Drywall/Ext Lath/Gas Test AP PY 03/26/2004 16 Insulation AP PY 03/22/2004 84 Rough Combo AP PY 03/19/2004 84 Rough Combo CA PY 03/17/2004 14 Frarne/Steel/Bolting/Welding CO PY 03/17/2004 18 Exterior Lath/Drywall CO PY 03/16/2004 14 Frame/Steel/Bolting/Weldmg NR PY 03/16/2004 18 Exterior Lath/Drywall NR PY 03/02/2004 13 Shear Paneis/HD's PA PY 03/02/2004 17 Interior Lath/Drywall WC PY 03/01/2004 13 Shear Panels/HD's CA PY 02/19/2004 14 Frame/Steel/Bolting/Welding PA PY 02/19/2004 33 Service Change/Upgrade PA PY RE-SCHED FOR 3/22 SHEAR WALLS CANCEL BY GLEN City of Carlsbad Bldg Inspection Request For 02/19/2004 Permit* CB013783 Title STEPHENS DUPLEX- UNITS A & B Description DUPLEX 5554 SF, GAR 1096, DECKS 512 SF Inspector Assignment PY 2418 SACADACR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT TAYLERSON GREGG Owner Remarks Phone 7605196101 Inspector Total Time Requested By GLEN Entered By CHRISTINE CD Description Act Comment 14 Frame/Steel/Boltmg/Welding 33 Service Change/Upgrade Associated PCRs/CVs PCR03154 ISSUED SACADIA II, FOUNDATION DETAIL Inspection History Date Description Act Insp 02/18/2004 14 Frame/Steel/Bolting/Weldmg NR PY 02/18/2004 24 Rough/Topout CO PY 02/18/2004 34 Rough Electric NR PY 02/11/2004 21 Underground/Under Floor AP PS 02/11/2004 22 Sewer/Water Service WC PS 02/11/2004 24 Rough/Topout PA PS 01/27/2004 13 Shear Panels/HD's WC PY 01/27/2004 14 Frame/Steel/Bolting/Weldmg PA PY 01/23/2004 15 Roof/Reroof AP PY 01/23/2004 16 Insulation NR PY 01/23/2004 34 Rough Electric NR PY 01/21/2004 13 Shear Panels/HD's NS PD 01/21/2004 15 Roof/Reroof CO PD 01/21/2004 16 Insulation NS PD 01/21/2004 34 Rough Electric NS PD 01/20/2004 13 Shear Panels/HD's WC RB 01/20/2004 14 Frame/Steel/Boltmg/Welding WC RB 01/20/2004 16 Insulation PA RB 01/20/2004 24 Rough/Topout WC RB 01/20/2004 34 Rough Electric PA RB Comments CHANGE FROM TUBS TO SHR DWV LOWER AREAS DOUBLE SHEAR WALL AT GARAGE NEED STRAPS BEHIND 1ST FLR FIREPLACE ONLY OK BEHIND 1ST FLR FIREPLACE ONLY OK City of Carlsbad Bldg Inspection Request For 01/14/2004 Permit# CB013783 Title STEPHENS DUPLEX-UNITS A&B Description DUPLEX 5554 SF, GAR 1096, DECKS 512 SF Inspector Assignment PY 2418 SACADACR Lot Type RESDNTL Sub Type DUP Job Address Suite Location APPLICANT TAYLERSON GREGG Owner Remarks AM PLEASE Phone 7605196101 Inspector Total Time Requested By GLEN Entered By CHRISTINE CD Description 16 Insulation 34 Rough Electric Act Comment U/c Associated PCRs/CVs PCR03154 ISSUED SACADIA II, FOUNDATION DETAIL Inspection History Date 01/12/2004 12/08/2003 10/28/2003 10/28/2003 10/27/2003 10/27/2003 10/24/2003 10/24/2003 10/23/2003 10/23/2003 10/23/2003 10/16/2003 10/03/2003 09/30/2003 09/23/2003 09/22/2003 09/22/2003 09/17/2003 09/17/2003 09/05/2003 Description 16 17 11 21 11 21 11 21 11 21 24 11 66 61 21 21 66 11 62 11 Insulation Interior Lath/Drywall Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Rough/Topout Ftg/Foundation/Piers Grout Footing Underground/Under Floor Underground/Under Floor Grout Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Act we we AP AP CA CA CA CA NR PA we AP AP AP AP CO CO AP we AP Insp RB PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY Comments WANTED COURTESY INSP NEED PUMP TO HOUSE FTG AND LOWER SLAB GARAGE BLOCK WALL REMOVE FOAM WRAP NEED #5 VERT EAST SIDE WALL FOOTING NEED SPECIAL INSPECTION AND SOILS REPORT CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION PERMIT NO a TIME , w /T> e /&r C FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT X? YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © SOIL TKSTEnfeMM PO Box 1195 Lakeside, CA 92040 (619)443-0060 To Iff*Date 11-2-0! From \ SOIL TESTERS REPRESENTATIVE i Schmidt Inspection Services, Inc. P.O.Box 178403 San Diego, CA 92177-8403 (619)855-9252 , SPECIAL INSPECTION REPORT Project: ' Address: City: Permit Number:O I 3 ~7 ¥ 3 Plan File Number: Reinforcing Steel _ Epoxy X Prestressed Concrete TYPE OF OBSERVATIONS Reinforced Concrete ____ Structural Masonry __ Shop Welding __ Bolting Field Welding Fireproofmg Number of Samples Type Matenals/DesignMix/Psi Z, 7 <? Date / REPORT r~ // s , j t> /o WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED - /• - cX TIME IN 3 ; 3 o TIME OUT InspectorjTrint) T "5 " \Certification #* ^ neral ConVaclor""^'VT' '~ '""'' ' V V* Inspector's Signature General Contractor Address Ki %" City Phone Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O: Box 178403 San Diego, CA 92177-8403 (619)855-9252 SPECIAL INSPECTION REPORT Project: oaC&cXa- Address : p( \ c«ty: Ca/li UJi, C, Permit Number: f Rfl I Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel X Reinforced Concrete X Structural Masonry Epoxy _ ^_ Prestressed Conciete _ Shop Welding _ Bolting Number of Samples Q Type UJMCvue. T&jf Matenals/DesignMix/Psi OS"^ _ Field Welding __ Fireproofmg __ Date REPORT ** ro d- rryV*6/J^y\tfA AeA 0 C S^ (^> J ^ J) hc C Cc) L*\C(y .try»(T?YVH J t/ RK INSPECTED CQNI-ORMS WH H APPROVE D PLANS AND SPLCI! 1CAI IONS UNLESS OTHERWISE NOTED Cwfi J> fof/VS Jrasf £%^ TIME IN _ TIMEOUT _t-yf-— , / Inspector (Pnnt)Certification # Inspectors Signature General Contractor Address City . P. »Phone Authorized Job Site Contact Signature EsGil Corporation In Partners/tip with government for <Bu.itdwg Safety DATE October 2, 2002 Q APPLICANT~ JURISDICTION Carlsbad a PLAN REVIEWER •/ Q FILE PLAN CHECK NO - 01-3783 SET II PROJECT ADDRESS 2416 A&B Sacada Circle PROJECT NAME- Sacada II Duplex 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 Esgit Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bert Domingo Enclosures Esgil Corporation n GA D MB D EJ n PC 9/24/02 trnsmtldot ^V V. 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE 12/21/01 Q APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O1-3783 SET I PROJECT ADDRESS 2416 A& B Sacada Circle PROJECT NAME Sacada II Duplex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | The plans transmitted herewith wilt 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 XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to 9474 Kearny VillaRoad, Ste 215 San Diego, Ca 92126 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Greeg Taylerson Telephone # (858) 578-2950 ^ t^^voDate contacted 12- **-<*•. (by B**-) Fax # (858)578-8546 Mail ^"Telephone^ Fax^ In Person REMARKS By Kal Tumalieh Enclosures Esgil Corporation [1 GA D MB D EJ D PC 12/H/01 tmsmUdot 9320 Chesapeake Drive, Suite 208 •* San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-3783 12/21/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 01-3783 JURISDICTION Carlsbad PROJECT ADDRESS 2416 A& B Sacada Circle FLOOR AREA Dwelling (5554) Garages (1096), Decks (256) REMARKS \ DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 12/21/01 STORIES Two HEIGHT 33 ft (App per UBCO DATE PLANS RECEIVED BY ESGIL CORPORATION 12/11/01 PLAN REVIEWER Kal Tumalieh 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99) 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 T_o speed up the recheck process, please note on this list (or a COPV)_ 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 01-3783 12/21/01 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building 2 Is there more than one building on the lot*? See legal table on sheet C 1st Building area' Clarify! 3 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 5 On the cover sheet of the plans, specify any items that will have a deferred submittal Additionally, provide the following note on the plans, per Sec 106 3 4 2" "Submittal documents for deferred subrnittal 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" If any Carlsbad 01-3783 12/21/01 6 As per UPC, Section 710 0, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the public upstream manhole rim elevations Only fixtures with flood rim levels below the public upstream manhole rim elevation may flow through a backwater valve Please show the elevation of the upstream public sewer manhole cove 7 Please clarify the area over garages Building front elevation on sheet A4 shows that second floor extend over garage, while architectural floor plans do not show that? And energy calculation specify floor over garages Please Clarify' 8 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors b) Doors and enclosures for bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet Window in master bath cj 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 and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface For example windows adiacent to door in living room d) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions i) Exposed area of an individual pane is greater than 9 square feet, and n) Exposed bottom edge is less than 18 inches above the floor, and HI) Exposed top edge is greater than 36 inches above the floor, and iv] One or more walking surfaces are within 36 inches horizontally of the plane of the glazing See windows on sheet A 4 and A 5 9 Guardrails (Section 509 1) a) Shall be detailed snowing adequacy of connections to resist the horizontal force prescribed in Table 16-B 10 Provide stairway and landing details Sections 1003 3 3 a) Rise may be 8" maximum and run 9" minimum For interior and exterior stairs Carlsbad 01-3783 12/21/01 11 Handrails (Section 1003 3 3 6) a) Stairways having less than four risers and serving one individual dwelling unit need not have handrails At exterior stairs b) Ends of handrails shall be returned or shall have rounded terminations or bends 12 Decks exposed to the weather and sealed underneath shall be sloped a minimum of % inch per foot for drainage Section 1402 3 13 Show roof drains and overflows Sections 1506 2 and 1506 3 Please show the overflow Please provide detail and provide detail and cross reference to plans 14 Note on the plans "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension " Section 15053 15 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4. Extend 5/8" type " X " gyp. Board from foundation to roof sheathing at wall between garage and dwelling (residence) or provide 2 layers of 5/8" type "X" Gyp. Boards on ceiling per UBC table 7-C Item 21. See Building section (A / A5) Please show that the 5/8" gyp board will extend to roof sheathing 16 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 Please specify the door between garage and dwelling will be self-closing door 17 Please fill all blank details bubbles shown on sheet A3 18 Walls and floors separating units in a duplex shall be of one-hour fire resistive construction Provide details of the assemblies Section 310 2 2 Provide all applicable details and cross reference to plans Detail (24/D2) is not found Detail is mislabeled 19 Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilmgs and roof-ceilings shall be protected as required in UBC Sections 709 and 710" 20 Show or note fire stops at the following locations per Section 708 2 1 a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal, b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, c) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished Carlsbad 01-3783 12/21/01 d) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials e) At openings between attic spaces and chimney chases for factory-built chimneys • MECHANICAL (UNIFORM MECHANICAL CODE) 21 Show an access opening to the equipment in attics to large enough to remove the largest piece of equipment by not less that 30" x 22" UMC 307 3 1 22 Specify on the plans the following information for the fireplace(s), per Section 10633 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show height of chimney above roof per I.C B O approval or UBC Table 31-B e) Note on the plans that approved spark arrestors shall be installed on all chimneys UBC, Section 3102 3 8 23 Provide dryer vent to outside The maximum length is 14 feet with two 90-degree elbows UMC, Section 504 3 2 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 24 Show on the plans a wall receptacle adjacent to each lavatory in the bathroom NEC Art 210-52(d) At master bath 25 Show on the plan that receptacle outlets in hallways comply with NEC Art 210-52(h), which reads as follows For hallways of 10 feet or more in length at least one receptacle outlet shall be required At second floor hallway, 26 Show electrical receptacle outlets so that no point along the wall is more than 6 feet from an outlet For example along wall at living room along gird line 6 left of door • PLUMBING (UNIFORM PLUMBING CODE) 27 Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608 5 28 In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 510 5 Carlsbad 01-3783 12/21/01 • ENERGY CONSERVATION 29 Detail or note on the plans "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space Drop ceilings, wall cavities and equipment platforms may not be used as plenums " 30 Show the make, model, type and efficiency of the space heating (or cooling) system 31 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 " • STRUCTURAL 32 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 Foundation and retaining walls design will be checked after the submittal of soil report Additional corrections may follow 33 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629,4 2. 34 Investigate the potential for seismicaliy induced soil liquefaction and soil instability in Seismic Zones 3 and 4 This does not apply to detached, single- story dwellings Section 1804 5 35 Show distance from foundation to edge of cut or fill slopes ("distance-to- dayhght") and show slope and heights of cuts and fills Chapter 18 See right elevation and site plan 36 Show on the plans details for stepped footings steeper than 1 10 Section 18064 37 Show minimum underfloor access of 18" x 24" Section 2306 3 See building section (D/A5 1) 38 Show minimum underfloor ventilation equal to 1 sq ft for each 150 sq ft of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides Section 23067 See building section (D/A5 1) 39 Provide isolated pad foundation details Detail (4/F-1) is not applicable Carlsbad 01-3783 12/21/01 40 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans Please note that the City does not accept deferred subm/ttal for manufacturer roof trusses 41 Project engineer of record to review and shop stamps manufacturer drawings or provide review letter confirming the roof truss design meets structural specifications (live, dead and drag loads, etc) (UBC Section 106 341) 42 Provide end support detail for roof beam 4x10 at decks Support between decks 43 Provide end support for floor beam B5, B8 and B6 on plans 44 Show all required hold-downs on framing plans and provide applicable details For example for second floor along grid line 2 45 Please specify the size of TSL rim beam on shear transfer details 46 ' Please justify the use of two different shear wall types along first floor shear wall along gird line A 47. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2306 5 Revise detail (5/F1) and (10/F-1) 48 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Section 2320 115 49 If foundation cripple wall studs are less than 14" high, framing shall be solid blocking Section 2320 11 5 • CITY SPECIAL REQUIREMENTS: 1 Show details for waterproofing masonry walls below grade where interior finished floor exists (City Policy No 80-8) Show waterproofing on details 14,15,20 on sheet F1 2 Nails for shear transfer connection (using A35's, etc ) may not be driven parallel to the flanges of TJI's (i e , along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained Details or notes on the plans should make this clear Nails may be driven perpendicular to TJl flanges Please add this note on plans Carlsbad 01-3783 12/21/01 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Kal Tumaheh at Esgil Corporation Thank you Carlsbad O1-3783 12/21/01 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 01-3783 PREPARED BY Kal Tumalieh DATE 12/21/01 BUILDING ADDRESS 2416 A& B Sacada Circle Duplex BUILDING OCCUPANCY R-3/U-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Garages Decks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 5554 1096 256 - cb Valuation Multiplier City Val By Ordinance Reg Mod VALUE ($) 507,212 507,212 $1,79944 Plan Check Fee by Ordinance Type of Review Repetitive Fee Repeats Complete Review D Other r-1 Hourly Structural Only Hour Esgil Plan Review Fee Comments Duplex $1,169.64 $1,007.69 Sheet 1 of 1 macvalue doc r. City of Car Is bad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER - 7 #3 EST VALUE -62?"% ENGINEERING DEPARTMENT APPROVAL DENIAL 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 revrew carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build El A Right-of-Way permit is required prior to construction of the following improvements yPlease seethe) attached report of deficiencies marked wit£j3;vMake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review fa i By Date I ( •By 8 '.'-.;{_,„• E F=OR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT; u\ ^ "_"' >' \r , /- ' ' ' ' - - "r".-, Date: . ' ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet ^ Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name City of Carlsbad Address 1635 Faraday Avenue. Carlsbad, CA 92QQ8 Phone (760) 602-2773 a D CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 92008-7314 . (76O) 602-2720 • FAX (769^602-8562 BUILDING PLANCHECK CHECKLIST SITE CTWD Provide a fully dimensioned site plan drawn to scale. Show. A B C D A B C D. North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines E Easements 2 Show on site plan F Rtght-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 3. Include on title sheet A Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include1 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 H \WORD\DOcS\CHKLST\BuMlnO Plandwck CWst Form (Genertc) itoc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not corrjply with the following Engineering Conditions of approval for Proiect No 4b All conditions are in compliance Date n p n DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/£" 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 Q IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 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 H \WORD£)OCS\CHKLST\Buiklir« PlanChecK CWst Fonn (RIDDLE HARVEY 7 12-00} doc ^ ST 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 D D D 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 $310 so we may prepare the necessary Future 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 D 6c Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date. D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code. 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 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 (Note1 Pad certification may be required even if a grading permit is not required.) H \WORCM5OCS\CHKLST\Bulldina Planchaek Cklst Poim (Bnnortc 7 14-00) doc ;- BUILDING PLANCHECK CHECKLIST 4 ST OND ^RD CD CH CIl ?d .No Grading Permit required D D D 7e lf 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 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 Cl 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 occurs first. ] Q] 11 QMRequired fees are attached Q No fees required 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 H \WORD\DOCffCHKLSnBiadino Pbnctwck Cklst Fnm (Generic) doc ST RD D 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 STA 1+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 (PSl) • 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 H-\WORD\DOCS\CHKLS™ulkltno Planchedt Cklst Form (GenartaJ-doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST A ST pND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future EH CH [~1 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 D D 13 Additional Comments: H \WORDOOCfflCHiaSTiBuiWfna PCancfwc* CUU Farm <Gederfc).<toc X,v ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET n Estimate based on unconfirmed information from applicant CI Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by_Q2£ Date (&^l 4i/Uf Checked by Date EDU CALCULATIONS: List types and square footages for all uses Types of Use \)u flt&X Sq Ft/Units &~~ EDU's __ Types of Use Sq Ft/Units EDU's APT CALCULATIONS1 List types and square footages for all uses Types of Use ^)n()l^ Sq Ft/Units fl ADT's _ Types of Use Sq Ft/Units ADT's FEES REQUIRED: WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE PARK AREA &# FEE/UNIT X NO UNITS =$ TRAFFIC IMPACT FEE ADT's/UNITS X FEE/ADT j V -3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ±_ DIST #2 DIST #3 ADTs/UNITS (T- X FEE/ADT "4 FACILITIES MANAGEMENT FEE ZONE UNIT/SQ FT (7^ X FEE/SQ FT /UNIT SEWER FEE EDU's X FEE/EDU BENEFIT AREA EDU's X FEE/EDU SEWER LATERAL ($2,500) DRAINAGE FEES PLDA HIGH /LOW ACRES X FEE/AC =$ 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 Sq City of Carlsbad ^ ^P^P^^^^I^^MI^^^^^PHH^MH^^^^^^^^^^^^^MPlanning Department November 12, 2002 Jo MacKenzie 1578 Palomar Drive San Marcos, CA 92069 SUBJECT: HDP 02-03 - SACADA II The City has completed a review of the application for a Hillside Development Permit for a two- unit duplex located at 2416 Sacada Circle (APN 216-190-48), Carlsbad, California It is the Planning Director's determination that based on the attached conditions, the project is consistent with the City's hillside development regulations (Chapter 21 95) and with all other applicable City Ordinances and Policies Further, the project has been found to be categorically exempt from environmental review according to Section 15303(b) of the California Environmental Quality Act and a Notice of Exemption will be filed on project approval This letter, including the listed findings and conditions, constitutes APPROVAL of HDP 02-03 - Sacada II, as shown on Exhibit A - E dated November 12, 2002, on file in the Planning Department and incorporated herein by reference Findings: 1. Undevelopable areas of the project, pursuant to Section 21 53 230(b) of this code, have been properly identified 2 The project complies with the purpose and intent provisions of Section 21 95 010 of this chapter in that the project is consistent with Land Use and Open Space/ Conservation elements of the General Plan; the project is designed in conformance with the hillside conditions and no manufactured slopes are proposed as part of the project, there will be no impact on lagoons and riparian ecosystems; there will be no substantial impacts to natural resource areas, wildlife habitats or native vegetation areas. 3 The project design substantially conforms to the hillside development guidelines manual in that the deign is environmentally sensitive and proposed structure follows the dominant slope of the site. 4 The project is consistent with the City-Wide Facilities and Improvements Plan, the Local Facilities Management Plan for Zone 6 .and all City public facility policies and ordinances The project includes elements or has been conditioned to construct or provide funding to ensure that all facilities and improvements regarding sewer collection and treatment, water, drainage, circulation, fire, schools, parks and other recreational facilities, libraries, government administrative facilities, and open space, 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-4600 • FAX (76O) 6O2-3559 • www a carlsbad ca us HDP 02-03-SACADA II November 12, 2002 / Page 2 related to the project will be installed to serve new development prior to or concurrent with need Specifically, A The project has been conditioned to provide proof from the Encmitas and San Dieguito School Districts that the project has satisfied its obligation for school facilities B Park-in-lieu fees are required by Carlsbad Municipal Code Chapter 20 44, and will be collected prior to issuance of building permit C The Public Facility fee is required to be paid by Council Policy No 17 and will be collected prior to the issuance of building permit D The Local Facilities Management fee for Zone 6 is required by Carlsbad Municipal Code Section 21 90 050 and will be collected prior to issuance of building permit That the Planning Director has determined that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) per Section 15303(b) of the state CEQA Guidelines and will not have any adverse significant impact on the environment. Conditions: If any of the following conditions fail to occur, or if they are, by their terras, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer or a successor in interest by the City's approval of this Hillside Development Permit. Staff is authorized and directed to make, t or require the Developer to make, all corrections and modifications to the Hillside Development Permit documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any proposed development different from this approval, shall require an amendment to this approval The Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance If any condition for construction of any public improvements or facilities, or the payment of any fees m-heu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020 If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law HDP 02-03-SACADA II November 12, 2002 Page 3 ' r 5 The Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this Hillside Development Permit, (b) City's approval or issuance of any permit or action, whether discretionary or non-discretionary, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions 6 The Developer shall submit to the Planning Director a reproducible 24" x 36", mylar copy of the Hillside Development Permit reflecting the conditions approved by the final decision making body prior to issuance of building permits. 7 Prior to the issuance of a building permit, the Developer shall provide proof to the Director from Encmttas and San Dieguito School District that this project has satisfied its obligation to provide school facilities 8 This project shal) comply with all conditions and mitigation measures which are required as part of the Zone 6 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits ^ 9 At issuance of building permits for the construction of duplex, the Developer shall pay to the City an incJusionary housing in-lieu fee as an individual fee on a per market rate dwelling unit basis in the amount in effect at the time, as established by City Council Resolution from time to time 10 The Developer shall construct and install all landscaping as shown on the approved Plans, and maintain all landscaping in a healthy and thriving condition, free from weeds, trash, and debris 11 Prior to the issuance of a building permit, Developer shall submit to the City a Notice of Restriction to be filed in the office of the County Recorder, subject to the satisfaction of the Planning Director, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Hillside Development Permit, file No. HDP 02-03 on the real property owned by the Developer Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction The Planning Director has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest Engineering General 12 Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route HDP 02-03 - SACADA II November 12, 2002 Page 4 Prior to issuance of any building permit, Developer shall comply with the requirements of the City's anti-graffiti program for wall treatments if and when such a program is formally established by the City Prior to occupancy, Developer shall install ram gutters to convey roof drainage to the street via sidewalk underdrams to the satisfaction of the City Engineer Concentrated drainage shall not be permitted to drain on sloping terrain. is/Agreements Developer shall cause property owner to execute and submit to the City Engineer for recordation, the City's standard form Geologic Failure Hold Harmless Agreement Developer shall cause property owner to execute and submit to the City Engineer for recordation the City's standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property Prior to approval of any grading or building permits for this project, Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street Lighting and Landscaping District No 1, on a form provided by the City Engineer Grading 18 No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and submits a recorded copy to the City Engineer a grading or slope easement or agreement from the owners of the affected properties Based upon a review of the proposed grading and the grading quantities shown on the site plan, a grading permit for this project is required Developer shall apply for and obtain a grading permit from the City Engineer prior to issuance of a building permit for the project Developer shall comply with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit, latest version Developer shall provide improvements constructed pursuant to best management practices as referenced in the "California Storm Water Best Management- Practices Handbook" to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be submitted to and subject to the approval of the City Engineer Said pfans shall include but not be limited to notifying prospective owners and tenants of the following A All owners and tenants shall coordinate efforts to establish or work with established disposal programs to remove and properly dispose of toxic and hazardous waste products B Toxic chemicals or hydrocarbon compounds such as gasoline, motor oil, antifreeze, solvents, paints, paint thmners, wood preservatives, and other such fluids shall not be discharged into any street, public or private, or into storm dram or storm water conveyance systems Use and disposal of pesticides, fungicides, herbicides, insecticides, fertilizers and other such chemical treatments shall meet Federal, State, County and City requirements as prescribed in their respective HDP 02-03 - SACADA II November 12,2002 Rage 5 containers C Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements Code Reminder The project is subject to all applicable provisions of local ordinances, including but not limited to the following 21 Developer shall exercise special care during the construction phase of this project to prevent offsite siltation Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 1516 {the Grading Ordinance) to the satisfaction of the City Engineer Standard Code Reminders 22 Developer shall pay the License Tax on new construction imposed by Carlsbad Municipal Code Section 5 09 030, and CFD #1 special tax (if applicable), and the Citywide Public Facilities Fee imposed by City Council Policy #17, subject to any credits authorized by Carisbad Municipal Code Section 5 09 040 Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 6, pursuant to Chapter 21 90 All such taxes/fees shall be paid at issuance of building permit If the taxes/fees and not paid, this approval will not be consistent with the General Plan and shall become void General 23 Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein 24 All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No 80-6, to the satisfaction of the Directors of Community Development and Planning 25 Addresses, approved by the Building Official, shall be placed on all new and existing buildings so as to be plainly visible from the street or access road, color of identification and/or addresses shall contrast to their background color, as required by Carlsbad Municipal Code Section 18 04 320 NOTICE Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions" You have 90 days from date of final approval to protest imposition of these fees/exactions If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for HDP 02-03-SACADA II /- November 12, 2002 / Page 6 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 charges, 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 If you have any further questions, please call Saima Qureshy in the Planning Department at (760)602-4619 Sincerely, MICHAEL J. HOLZMILLER Planning Director MJH SQ sn Attachment Jeremy Riddle Don Neu File Copy Data Entry 06/03/2003 08:29 FAX 7604384178 w • GRADING 'INSPECTION CHECKLISTFOR PARTIAL SITE RELEASE PROJECT INSPECTOR: UAfifi^ ft. Afrfti^ DATE:^?fT /•? PROJECT JD tfb9 D3 -OS _ GRADING PERMIT N0 LOTS REQUESTED FOR RELEASE: U* (VvU ^tOU u*A 3. LoV ©01 N/A* NOT APPLICABLE V = COMPLETE 0 = INCOMPLETE OR UNACCEPTABLE 1sty v/ v/ ^ ^*ss ^s s 2nd. 1. Site access to requested tots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter of request for partial release submitted 5. 8 %*X 11* site plan (attachment) showing requested tois submitted. 6. Compaction report from soils engineer submitted. 7. Engineer of Won\certflcatton<tf wo* 6. Geotogk; engineer's tetter ffurxisuaJoeofc^ or subsurfaca conditions exist 9. Project conditions of approval checked for conflicts, 10. Rre hydrants within 600 feet ofbuWmg combustibles andal weather roads access to site. Partial release of grading for the above stated lots is approved for the purpose of bukfing permit issuance. Issuance of building permits is stffl subject to al normal Cfty requirements required pursuant fo the buikflhg permff process. O Partial release of the site te denied for fte Wowing reasons: Date Construction Manager Date PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB f)l- ^ Address Planner APN: Or. Phone (760) 602- Type of Project & Use Zoning-General Plan, Net Project Density T _ Facilities Management Zone DP/AC CFD fin/niitl # • * Circle One .Date of participation.Remaining net dev acres 3 •( , {For non-residential development: Type of land used created by this permit * ) Legend: X. Item Complete Environmental Review Required: DATE OF COMPLETION Item Incomplete - Needs your action YES iX NO - TYPE Compliance with conditions of approval7 •-If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO. NO. YES fy. NO DATE \\ TYPE PROJECT NO. -HPP Q1 - OTHER RELATED CASES: Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval- Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority7 YES_ NO NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt)' Coastal Permit Determination Form already completed7 YES NO ^ If NO, complete Coastal Permit-Determination Form now Coastal Permit Determination Log # ' " . v ,* ' ^", . . ' s<!* , ""1 . ' _ ,./•'", Follow-UpOlXctions: ,' ' ' l v* \ v .* \ * * , > " 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H\ADMIN\COUNTER\BldgPlnchkRevChi'!&t Jlnclusionary Housing Fee required: YES v/ NO (Effective date of Inclusionary Housing Ordinance - May 21,1 993 ) Data Entry .Completed? YES NO JA/P/Ds, .Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee UPDATE1! • . "' _' **'-',•' Site Plan: "»> 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2 Provide legal description of property and assessor's parcel number Zoning: 4 Height,Required Shown )X X 1. Setbacks: / ^ Street .Side: . Rear Top of slope: i/ / . , / | . , , iy ~"/\ A n 2 'Accessory structure' " . , -j1 Front -% -< Interior Side: Street Side Rear: Structure separation 7 ' (^ O ^_ 3 Lot Coverage- Required Required ,, .'Required Required Required s'etbacks Required Required "* Required Required t Required **-. *" ' ' ,< • !Required / Shown f 7.O* Shown & /O"* '!/ Shown Shown Shown Shown .. '** . ' ' r'" Shown Shown Shown Shown ' ^ ft ' * j, "\ T f ^^ -• ^Shown 5 Parking:Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces RequiredShown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE l/i£ H \ADMIN\COUNTER\BldgPlnchkRevChklst LUKP hax Ibb^bUlbr-b Dec 2b 7001 15-54 P 02 EsGil Corporation In Partnership with Government for Building Safety DATE: 12/31/O1 a APPLICANTa JURIS JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-3783 SET I PROJECT ADDRESS: 2416 Aft B Sacada Circle PROJECT NAME. Sacada II Duplex 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. |~~l 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: 9474 Kearny ViilaRoad, Ste 215 San Diego, Ca 92126 {""I jjEsgii Corporation staff did not advise the applicant that the plan check has been completed Esgi! Corporation staff did advise the applicant that the plan check has been completed. Person contacted* Greag Taylerson Telephone #• (858) 578-2950** ^ k-»>4oDate contacted li-x*-*-. (by: ft*-) Fax #.(858)578-6346 Mail ^Telephone** Fax*^ In Person REMARKS: By: Kal Tumalieh Enclosures Esgil Corporation n GA PI MB D EJ n PC 12/H/01 tmsmfldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 LSblL LUKK.IJ6C P. 03 Carlsbad 01-3783 12/21/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-3783 JURISDICTION: Carlsbad PROJECT ADDRESS; 2416 A& B Sacada Circle STORIES: Two HEIGHT: 33 ft. (App. per UBCO FLOOR AREA: Dwelling (5554) Garages (1096), Decks (256) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED' 12/21/O1 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/11/01 PLAN REVIEWER: Kal Tumalieh 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC. 1997 UMC and 1996 NEC (all effective 7/1/99). 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 for 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 vou submit the revised plans. LUKr uec /o ZULU K, U4 Carlsbad 01*3783 12/21/01 1 /3. t Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1 . Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department. 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Is there more than one building on the lot? See legal table on sheet C. 1* Building area' Clarify! OM W-U - fctu sUiJT C 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS ln addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION REQUIRED?REMARKS When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. On the cover sheet of the plans, specify any items that will have a deferred submittal. Additionally, provide the following note on the plans, per Sec. 106.3.4.2. "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that 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." If any, && ^^^^ s^wrmu m& ny-ci CoXcs Carlsbad O1-3783 12/21/01 As per UPC, Section 710 0, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the public upstream manhole rim elevations. Only fixtures with flood rim levels below the public upstream manhole rim elevation may flow through a backwater valve.r • _ • •» _«uBMiMUMB«HtMIXl!flft«3*W>'t.*<. A** Please clarify the area over garages. Building front elevation on sheet A4 shows Stfc» that second floor extend over garage, while architectural floor plans do not show cxwt . ,jhat? And energy calculation specify floor over garages. Please Clarify!" 8. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors, t*^ is etfw** o«x ****. uu Doors and enclosures for bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing Is less than 60 inches above a standing surface and drain inlet. Window in master bath. W^l»tto /M ^5^<x ^nr *r TU«> 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 and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. For example windows adjacent to door in living room. vJ(wD4«s Aiw*<jfc/ t& &*&$ / Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: 11) Exposed bottom edge is less than 18 inches above the floor, and: HI) Exposed top edge is greater than 36 inches above the floor, and: jy) J One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. See^windows on sheet A 4 and A 5. ~- 9. Guardrails (Section 509.1)* v\.\ffi a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. /X10. Provide stairway and landing details. Sections 1003.3.3. a) Rise may be 8" maximum and run 9" minimum For interior and exterior AC UO Carlsbad O1-37S3 /2/21/01 V11 ^jamJrails (Section 1003.3.3.6): M rS/ Stairways having less than four risers and serving one individual dwelling V7 / unit need not have handrails. At exterior stairs. Srwc ,M b) ^ Ends of handrails shall be returned or shall have rounded terminations or bends. '12. Decks exposed to the weather and sealed underneath shall be sloped a minimum of % inch per foot for drainage Section 1402.3. 6& A \ / A 1 ** ^^ — 13/ Show roof drains and overflows Sections 1506.2 and 1506.3. Please show the overflow. Please provide detail and provide detail ajid cross reference to 14. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metai mesh with mesh openings of 1/4-inch in dimension. Section 15053. "15. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302.4. Extend J5/8" type " X " avp. Bpard from foundation to roof sheathing at wall between garage and layers of 5/8" type "X" Gyp. ceiling per UBC table 7-C Hem 21. See Building section (A / A5). Please show that the 5/8" gyp. board will extend to roof sheathing, ^cr * / A S~ 16. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. please secify the door between arae and dwellin will be self-closin door. 17. Please fill all blank details bubbles shown on sheet A3. \ 8. Walls and floors separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies Section 31 0.2.2. Provide all applicable details and cross reference to plans. Detail (24/D21 is not founcLDetaH is misJabeJed. 15 /DZ- 6teV*jW TO 19. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." ' . 20. Show or note fire stops at the following locations per Section 708,2.1 : $\& .^ a)f In concealed spaces of stud walls and partitions, including furred spaces, at tn® ceiling and floor levels and at 1 0 foot intervals both vertical and horizontal; b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished. Carlsbad O1-3783 12/21/01 In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. * MECHANICAL (UNIFORM MECHANICAL CODE) 21, Show an access opening to the equipment in attics to large enough to remove the largest piece of equipment by not less that 30" x 22". UMC 307.3.1 .w AZ. 22, Specify on the plans the following information for the fireplace(s), per Section 106.3.3: / a) Manufacturer's name. t>«r*i^ 'V D '^x b) Model name/number, " / c) ICBO approval number, or equal. u d) Show height of chimney above roofper l.C.B.O. approval or UBC Table 31-0. fetfeu ^/M- 4-/A4-I */ Note on the plans that approved spark arresters shall be installed on all chimneys. UBC. Section 3102.3.8. 23. Provide dryer vent to outside. The maximum length fs 14 feet with two 00-degree elbows. UMC, Section 504.3.2. * ELECTRICAL (NATIONAL ELECTRICAL CODE) 24. Show on the plans a wall receptacle adjacent to each lavatory in the bathroom. NEC Art 210-52(d). At master bath Xt fe^-T ?"* At 25. Show on the plan that receptacle outlets in hallways comply with NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at, least one receptacle outlet shall be required. At second floor hallway. *^- * A? . 26. Show electrical receptacle outlets so that no point along the wall is more than 6 feet from an outlet. For example along wall at living room along gird line 6 left of door. • PLUMBING (UNIFORM PLUMBING CODE) ^^ *•* Show T and P valve on water heater and show route of discharge line to exterior. 8 In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5.^,^ Carlsbad 01-3783 12/21/O1 29. ^^,-%^S'vw. l*y * ENERGY CONSERVATION Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." Show the make, model, type and efficiency of the space heating (or cooling) system. 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." • STRUCTURAL • Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 Foundation and retaining walls design will be checked after the submittal of soil report. Additional corrections mav follow. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629 4 2. Investigate the potential for seismtcaliy induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, sinole- gtojy. dwellings. Section 1804.5 Show distance from foundation to edge of cut or fill slopes ("distance-to- daylighf } and show slope and heights of cuts and fills. Chapter 18. See right elevation and site plan. Show on the plans details for stepped footings steeper than 1:10. Section 1806,4. Show minimum underfioor access of 18" x 24". Section 2306.3. See building section (D/A5.1). Show minimum underfioor ventilation equal to 1 sq. ft. for each 1 50 sq. ft. of underfioor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7. See building section (D/A5.1). ^ 4<*<Mb ™ $£#*>*> • Provide isolated pad foundation details. Detail (4/F-1) is not applicable. Carlsbad 01-3783 12/21/01 Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Please note that the City does not accept deferred submittal for manufacturer roof trusses. Project engineer of record to review and shop stamps manufacturer drawings or' provide review letter confirming the roof truss design meets structural specifications (live, dead and drag loads, etc) (UBC Section 106 3.4.1). Provide end support detail for roof beam 4x10 at decks. Support between decks. Provide end support for floor beam 35, B8 and B6 on plans. Show all required hold-downs on framing plans and provide applicable details. For example for second floor along grid line 2. Please specify the size of TSL rim beam on shear transfer details. H \xs" 46. Please justify the use of two different shear wall types along first floor shear wall along gird line A. • 47. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2306.5. Revise detail (5/F1) and (10/F-1). Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2320.11.5, If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2320.11.5 • CITY SPECIAL REQUIREMENTS: 1. } Show details for waterproofing masonry wails below grade where interior finished floor exists (City Policy No. 80-8) Show waterproofing on details 14,15,20 on sheet F1 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. Please add this note on plans. Carlsbad O1-3783 12/21/01 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e., plan sheet, note or detail number, calculation page, etc, Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. SCMLJSS -AN ARCHITECTURAL CORPORATION) CORRECTION RESPONSE SHEET Plan File No. 01-3783 Project Name Sacada II Duplex Address:2416 A&B Sacada Circle Carlsbad, CA Duplex for K F Stephens Department Date: a][ 07-30-02 Corrections By Gregg Taylerson Returned to Agency: Kal Tumaheh Esgil S/C Project Number: 01-416.58 ^i"Departnieiit] -«' |S|j^Stftf General #$n I^S ^1 _,. ; * § ^ 3u'*t£rVfltt* *•' 2 3 4 5 6 7 8a 8b 8c 8d 9 10 lla lib Kplan Sheet Num.^i C C N/A C A1,A2 A4 Al A2 A2 Al Al D2 A1,A2,A5> A5 1,D1,D4 A1,D4 D4 IHI^^ One building on site Refer to Special Inspection Section - Program submitted by owner Special Inspection program form submitted to building official See deferred submittal items note on cover-no items deferred at this time General Notes item #11 Front elevation clarified Door to exterior deck from living room tempered Door on second floor to ext. porch tempered Window in Master Bathroom tub tempered Windows adjacent to living room doors leding to porch tempered Window adjacent to bottom of stair at lower level tempered See details 14,21/D2 dor connections to comply with Table 16-B See Section B A5 and Section D A5 1 See plan Al, A2 and Details 7,8/Dl and 1,2/D4 Refer to stair details 1, 2/D4 and ext Stair plan Al See details 1,2/D4 9474 <EARNY VlU-A ROAD • SUITE Zl 5 • SAN DIEGO, CA 921 26 • PHONE <B5B) 57B-Z95D FAX (B5B) 57B-S3-46 • E-MAIL MAIL@SCHLJSSCLARK COM Department, " i1 ,„ (j * ' Correction ; ^ f DIV.NO. ' 12 13 14 15 16 17 18 19 20a-e 21 22a-c 22d 22e 23 24 25 26 27 28 29 30 31 32 34 37 38 Plan Sheet Num. i ; i, * f ,- I ' ~ "f A1,A2 D1,A41 A3 A1,A5 Al A3 D/2 A1,A2 A1,A2 A2 Dl A4, A4 1 D2 A2 A2 A2 A1,A2 Al D2 C N/A C N/A N/A N/A N/A f / ' ^REMARKS ; ^ / :>,,tt \ ' * s *" ' S See porch and deck Al, A2 for slope See detail 18/D1, back deck A4 1 See note 10 on A3 Refer to building section A/A5 and note in garage See door b/w garage and entry Refer to detail on A3 Detail 23 changed to 24/D2 See note 7 under general notes See note 10 under general notes See access shown in master bedroom walk-m-closet Adjacent to Master Bath See detail 13/D1 See left and right elevations See details 20/D2 See A2 at Laundry See electrical plan at Master Bath A2 Outlet(s) added in hallway sheet A2 Outlet(s) added at living room and Master Bedroom See Garage elect. Plan Al at water heater for T&P valve Detail 15/D2 provided Note 2 of energy notes on Cover HVAC Equipment as follows: Comfortmaker NBF100F22A 1 00,000 BTU 80% AFUE rated Note 3 of energy notes on Cover Soils report provided See report on hquifaction provided Building is slab on grade Building is slab on grade 9474 KEARNY VILLA ROAD • SUITE Zl 5 • SAN DIEGD, CA 921 Z6 • PHONE (B5B) 57B-295D FAX (B5B) 57B-S346 • E-MAIL MAIL@SCHUBSGLARK,caM i ^Department :, i City Special Requirement '- ^' Correction^1 * * L DIV.' NO. <u 40 41 1 , Plan Sheet Num; - N/A N/A D4 ; , REMARKS, « , ' \ ' " ; r V * '.-"', v" -1 "•- ' 4 See truss calcs provided See truss calcs provided Details 4, 5/D4 Page 9474 KEARNY VILLA ROAD • SUITE 21 5 • SAN DIEGO, GA92126* PHONE (B5B) 57B-295D FAX (B5B) 57B-6346 * EI-MAIL MAlL@SCHUSSCLARK.caM PO uU, November 2,2001 (61$ 443.0060 Kevin Stephen! K t Stephen*. Inc 1500 Wert 1 »* Avenue, Suite 24 liscondido. California 92029 SUBJECT Kile No 1026* SITE INSPECTION Proposed Residential Building Site 2416 Sacada Circle CltyofCartibad Det/Mr Stephens SCOPE In accordance with your requew, a Site Inspection hu been performed at the luigeet nte The purpose of tW« invettigation wu to examine existing «te conditioni and provide engineering rtstfflimendattonji for the propoied two-stor> dupiex Fli LD INSPECTION in order to accompl-.h thi. purpoie. * r*re«mtat»ve of thit ^ topoipiphy and ute condition, and viwtlly and textually desiified . wnT^fesentauve tamplei of the on-*te soito were obtained from a test explont,on 3 feet depth and tested for denwty. thear arengih and expanfflve charaaeniwca. SITE CONDITIONS e 11 an undc%t4oped paroe! loc»ted on the northerly *We of Sweda Circle The , of the propertyrfope* to the north at an approximate 2 p^cent indinauon The of the *e So^ ^pproxmuteiy 41 v ire also occuped by reiidential Jtmctur* Man-madc fill mb ^ encountered to approximately I fool during the courtfl of this inspection 00'SI K F Stephens, too File No 10268 November 2.2001 SOIL CONDITIONS The soils encountered in the exploration trench were loose, brown, why, unds (fill) to •pprounuiely 1 foot in depth These Gutting fill soils ire underlain by dense, nitive, yetbw grey. nJty sands which extended to the bottom of the tect exploration and became very dense at approximately 3 feet in depth The siHy soils are not considered to be detnmenufly expansive with respect to change m volume with change in moisture oorrtent (Expansion Index 17) and will not require special foundation design to resist expansive soils CONCLUSIONS AND RECOMMENDATIONS 1 If grading IB proposed for the proposed development, we recommend that the surface soils in proposed building areas, be rocompacted Excavation of loose surface soils should extend to a depth of approximately 1-foot and should extend a minimum of 5 feet outside the proposed building footprint These soils should be moisture conditioned and recompiled to at least 90 percent of maximum dry density in accordance with the Grading Specifications in this report ta order to provide adequste Support for the proposed no* ttnicturt 2 if grading Is not proposed, footing* for th* proposed structure should be deepened so thait thty extend a rtttosnutn of 12 »d» into film natural ground We anticipate that a footing depth of 24 inches wifl be fltqufwd, however, tins must be determined during the footing excavation Footing excavations should be inspected by e representative of this firm to Insure that adequate depth has been achieved 3 If grading Is performed, conventional spread footings founded a minim urn of 11 TOM* for one story stiueturu and IB inchu for two story structure! below lowest adjacent grade and having a width determined by the allowable Boil bearing value u detailed above are recommended fix foundation support Footing width* should be at least 11 inches for one story structures or 15 inches for two Kory structures for botujfluous footings and 24 mches for iquan footings due to practical considerations u well u Building Code requirtn>ajt». 4 Remforcing in footing* should com* of at tout one #4 steel bar placed continuously in the top and bottom of continuous footings regsrdlcss of structural requirements Reinforcing for isolated footings ar* dictated by the structural requirements These recommendations are based upon on the soil type encountered and do not take into consideration the propowd bearing loid 5 Concrete slabs-on-grade should be constructed to have a nommaJ thkkneas of 4" and underlain with * und blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh The sand subbaae (sand G9 39Vd SJ>i Z8800fi09i 00 '31 IQQZ/tQ/ll K F Stephens. Inc File Nb 1026S November 2,2001 blanket) should have a und equivalent exceeding 30 per ASTM D2419 All slab* ihould other have a conventional thickened edge or be poured monoliihicalty with continuous footings at the slabs perimeter Conventional thickened edges should be 8" thick at slab edge, uniformly tapering U> 4* thick at 2' from slab edge The thickened edges or monobthw footings should extend completely around the slab's perimeter Comtructton and expansion joints should be considered slab edges. Maximum spacing of expansion joint* t$ 50" for interior slabs and 3ff for extenor dabs A representative sample of the foundation soil was remolded to 90% of maximum dry density (1103) Based on the following test results, a safe allowable bearing value of at least 2000 pounds per square foot may be used in designing the foundations and slab for the proposed structure This value may be increased by one third for wind and/or seismic loading Angle of intern*! friction 39° Cohesion 180 psf Unit weight 1007pcf RgNitance to horizontal movement may be provided by allowable soil passive prcwure and/Of coefficient of friction of concrete to foil The allowable passive pressure may be assumed to be 400 psf at the turfioc and increasing at the rate of 400 psf per foot of depth These pressures assume a ftctionleu vertical element, no surcharge and level Kflacou grade if these assumptions are incorrect, we should be contacted for values that reflect the true conditions The values are fix italic conditions and may be increased 1/3 for wind and/or seismic loading The coefficient of friction of concrete to soil may be safely asaumed lobe 0 4 Active pressures for the design of unrestrained, camikvered, individually supported retaining wells, capable of slight movement away from load may be considered to be equivalent to the pressure* developed by t fluid with a denaity of 35 pcf This vaiu* ftsiumec a vertical, smooth wall and level drained backfill We should be contacted for new pressures if these assumptions are incorrect Retrained walls, incapable of movement away from load without damage such as basement walls, should be designed for the additional equivalent fluid of 28 pcf applied triangularly for coheuonieu type toils and trapc*oidaHy for cohecive type soik The above design values and foundation design ussume that the retaining wall excavation will expose solli similar to those we tested during our iH* Inspection. We should Inspect the cut to ioiure that the soils exposed are the same as those we tested. 00-91 IQQZ/iQ/U K F Stephens, tec file No 10268 November 2,2001 EXPANSIVE In addition to the special foundation* recommended hereinbefore, the following detail* ihould be incorporated to reduce the probability of damage from the expansive soiU The expansive toil conditions dictate the foundation and footing deaign For any foundation or support aviiem. the •xoansive soili murt be pre-saturated Presaturation of expansive soils pnor to placing concrete is imperative If the probability and/or amount of damage from the expansive sods U to be reduced The aubgrade soili are saturated and expanded before the concrete is placed Therefore, the clayey subgrade soils, especially below concrete fUiwortc should not be allowed to dry and choutd be sprinkled if necessary to insure they are kept m a very moist condition Soils underlying slabs should have a moisture content exceeding 4 percent above optimum moisture They should be tested for proper moisture from • depth of 2 feet net more than 24 fcourt befdi* plating concrete. Allowance foi soil expansion should be made when setting lubgradc elevations prior to praaaturating the soil*. RECOMMENDED GRADING SPECIFICATIONS For Proposed Residential Buitd»g Site 2416 S*c*d« Circle CityofCaHebad GENERAL: Soil Testers and Soil Engineer* are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specification*, the accepted plans, and the requirement* of any jurisdtcttve governmental agencies They are to be allowed adequate access M that the inspections and tests may be performed The Soil Engineer shall be appraised 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 aoil engineer to either stop construction until the conditions arc corrected or recommend rejection of the work Reftual to comply with these specifications or the recommendations and/or mterptetanons of the soil engineer will be cause for the toil engineer and/or his representative to immediately terminate bit services Deviation* from the reoommfflidationi of the Sofl Report, from the plans, or from these Specifications must be approved vn writing by the owner and the contractor and endorsed by the «oil engineer 00 =91 IQQZ/LQ/ll K F Stephen*, Inc File No 10268 November 2. 2001 SOU, TKST MFTHODS: Maximum Density & Opt Moisture - ASTM Dl 557-70 Density of Soti ln-PUce ~ ASTM D1556. D2922 and D30I7 Soil Expansion _ UBC STANDARD 23-2 Shear Strength - ASTM 030*0-72 Gradation A Grain Size ~ ASTM Dl 140-71 Capillary Monture Tension « ASTM D2325-68 Organic Content -- % Weight lou after heating for 24 houri at 300° F and after deducting toil moisture LIMITING SOIL CONDITIONS: Minimum Compaction Wt far ' distuibecf sods (Existing fill, newly placed All, plowed ground, etc ) 84% for natural, undiiturbed soil* 95% tor pavement subgrade within T of finish grade and pavement base course Expansive Soil* Expansion Index exceeding 20 Insufficient tine* Leu than 40% passing the #4 sieve Oversized Particle* Roclu over 10" in diameter PREPARATION OF ARTAS TO RECEIVE FILL: Brush, tta&h. debnt and detrimental soils shli! be cleared from the areas to receive fill Detrimental soils shall be removed to firm competent toll Slopes exceeding 20% should bo •topped uphill with benches 10* or greater in width Scarify area to receive fill to 6" depth and compact Fll L MATERIAL shall not contain tnsuffictefit fines, oversized particles, or excessive organic* On-site disposition of oversized rock or expansive coils it to be at the written direction of the Soil Engineer Select till ihall be as specified by the sott engineer Alt fills shall be Compacted SUB DRAINS 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 fiher rode in a vce' ditch to intercept and dram free ground from the mass fills Perforated pipe shall be schedule 40. Poly-XTnyl-CWoridc or Acrytonftnle Butadiennc Styrene plastic Rock fthcr material shall conform to the following gradation Sieve sue 3/4" #4 #30 #200 ^Passing- 90-100 25-50 5-20 0-7 Subdralnt riiatt 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 00:91 K F Stephen*. foe File No 10268 November 2,2001 CAPPING EXPANSIVE SOILS: If capping expensive toils with non-expansive soil to mitigate the expansive potential u used, the otp should be completed, non-expansive, select ioil placed for a minimum thickness 3' over the expansive toil and for a minimum (trance of •' beyc^^ exterior perimeter of the structure Specud precautions shouW be taken to enaurt that the non-expansive tofl remains uncomamtnated and the minimum thickness and dimensions •round the itructure are maintained The expansive soils underlying the cap of non-expansive cap should be pre-aatuntcd to a depth of 3* to obtain a degree saturation exceeding 90% before any construction tupponed by the compacted cap The non-expansive coil eompriiing the cap should conform to the following Mimmum Compaction 00 % Maximum Expansion Index 30 Minimum Angle of Internal Faction 33 Deg Cohesion Intercept 100 psf UNFORESEEN CONDITIONS: Soil Testers assume no mponubibty for conditions which differ from those described ui the applicable current report* and documents for this property Upon termination of the soil engineer's services for any reason, h» fees up to the time of termination become due and payable If tt is necessary for the soil engineer to i«u« an unfavorable report concerning the work that he hat been hired to test tnd inspect, the soil engineer shall not be held liable for any damage* that might result from his 'unfavorable report' If we can be of any further aitistanee. please do not hesitate to contact our office This opportunity to be of service is aincerely appreciated Respectfully submitted. OojfcphC Smyth, RCE 216 JCS/w cc' (1) submitted 98-91 CHRISTIAN WHEELER, ENGINE E KING January 24,2002 Soil Testers CWE 202.050.1 Post Office Box 1195 Lakeside, CA 92040 SUBJECT. SEISMIC DESIGN CRITERIA, PROPOSED RESIDENTIAL BUILDING SITE, 2416 SACADA CIRCLE, CARLSBAD, CALIFORNIA REFERENCES 1) Site Inspection, Proposed Residential Building Site, Qty of Carlsbad, California by Soil Testers, File No 10268, dated November 2, 2001 2) Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada by California Division of Mines and Geology, dated February 1998 3) Geologic Maps of the Northwestern Part of San Diego County, California, California Division of Mines and Geology Open-File Report 96-02 £ySiang S Tan and Michael P. Kennedy Dear Ladies and Gentlemen. 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 review 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 Tertiary-age sediments, associated surficial 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 (Mmax) earthquake of 6.9 along the nearest portion of the RJDSC Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be approximately 027 g For structural design purposes, a damping ratio not greater than 5 percent of critical dampening, and Sofl Profile Type Sc are recommended (UBC Table 16-J) Based upon the location of the site at approximately nine kilometers from the Rose Canyon Fault Zone (Type B Fault), Near Source Factors N* equal to 1.0 and H-equal to 1 04 are also applicable. Tliese values, along with other seismically related design parameters from the Uniform Building Code (UBQ 1997 edition, Volume II, Chapter 16, utilizing a Seismic 4925 Mercury Street + San Diego, CA 92111 4- 858-496-9760 -* FAX 858-496-975: CWE 202 050 January 24, 2002 Zone 4 are presented in tabular form below UBC- CHAPTER 16 TABLE No 16-1 1H 16-Q 16-R 16-S 16-T 16-U SEISMIC PARAMETER Seismic Zone Factor Z Soil Profile Type Seismic Coefficient G, Seismic Coefficient O Near Source Factor Na Near Source Factor Nv Seismic Source Type RECOMMENDED VALUE 0.40 Sc 0.40 Na 056 R 1.0 104 B LIQUEFACTION: Liquefaction is the phenomenon that may result in large total and/or differential ground surface settlement and possible lateral ground spreading during an earthquake. Liquefaction occurs when loose, saturated, generally fine sands and silts are subject to strong ground shaking The sod loses all shear strength and becomes a viscous liquid for a short penod of time, 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 the upper 30 feet, the effect of liquefaction of soils below this depth is not usually manifested at the ground surface Four conditions usually must be present before liquefaction can occur 1) The soil is below the groundwater table, i e , saturated, 2) The soil is composed predominantly of fine sand and silt, 3) The sod is in a loose to medium dense state, 4) The soil is subject to a sufficient magnitude and duration of strong ground shaking Based on the available information, it appears that the ground water table is relatively deep and that the native materials at the site below the foundation elevation are generally medium dense to dense and are not subject to liquefaction. If you have any questions after reviewing this letter, please do not hesitate to contact this office Respectfully submitted, CHRISTIAN WHEELER ENGINEERING Curtis R. Burden, CE.G # 1090 CRB:crb cc: (4) Submitted 4-29-1995 11 14PM FROM p 1 Heating and Air Conditioning Inc. FAX COVER LETTER DATE;. TO. COMPANY: PHONE. 76*7 FROM: BRENT LAMGAN PAGES INCLUDING FAX COVER LETTER: > VJufwM*,*-' '* * --—U~*AI, t . .• - _'.*.»"*?* v1 .. ..'. L.-JL-..^«^^^fc^*H/\^^0^^sS%^?:-'rAf--' HTK HOROWITZTAYLOR KUSHKAKI S T R U CJ_ U_RAL ENGINEERS JVV . ^.- /J ^__ HT 1 kHOROWITZTAYLORKUSHKAKI STRUCTURAL ENGINEERS *r***e STRUCTURAL CALCULATIONS PROJECT: HOROWITZ TAYLORKUSHKAK1 STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F' M MORTAR: TYPES 1800 PSI GROUT: 2000 PSI .PSI PSI REINFORCING STEEL: A-61 5 GRADE 40: #5 AND LESS (U.O.N.) GRADE 60: #6 AND LARGER STRUCTURAL STEEL: LUMBER: DOUGLAS FIR-LARCH JOISTS N #2 BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC FORCE: WIND FORCE: ^ REPORT BY: REPORT NO.:SOIL PRESSURE: DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL » _ ROOF LIVE LOAD SLOPING FLAT FLAT FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL & CLG. MISC. TOTAL = FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 10 PSF 10 PSF 40 PSF 60 PSF (U.O.N.) 100 PSF These calculations are limited only to the items Included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid ff altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. DL=300,LL=00005# Ecc=000051 Lateral Restraint 1050 # Sliding Restraint Pp=450# 381151 1923 9psf Horowitz Taylor Kushkakl Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 ____ Title: SACADAII Dsgnr: JR Description: Date- Job #01-200 4 57PM, 23 JAN 02 Scope:RETAINING WALLS fUv: 510300 Ui*ri W-OS01355, V«r 5Id 19B3-99 ENERCALC Restrained Retaining Wall Design c \ec\sacada2 Page t ecw Calculations Description 10 ft RESTRAINED RETAINING WALL PER DET 13/F1 Criteria Retained Height =: Wall height above SDJ! * _ Total Wall Height 1000ft 000ft 1000ft |Soil Data ~l| I Footing Strengths & Dimensions Top Support Height = 1000ft Slope Behind Wai = 000 1 Height of Soil over Toe = 6 00 in Soil Density = 1 10 00 pcf Wind on Stem = 0 0 psf Allow Soil Beanng = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 63 0 Toe Active Pressure = 00 Passive Pressure = 400 0 Water height over heet = 0 0 ft Footng[|SoII Frlctior Soil height to Ignore for passive pressure = 0 300 = 0 00 in fc = 3,000 psi Fy = 'Mm As% Toe Width Heel Width Total Footing Widtr Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover © Top = 3 00 In 60,000 psi 00014 067ft 133 200 12 00 in 000 in 000 in 000ft Btm * 3 00 in Surcharge Loads Surcharge Over Heel s= ^ o 0 psf >»NOT Used To Resist Sliding & Overturn Surcharge Over Toe = 0 0 psf NOT Used for Sliding & Overturning I Uniform Lateral Load Applied to Stem jj I Adjacent Footing Load Lateral Load Height to Top Height to Bottorr 00#/ft 000ft 000ft Axial Load Applied to Stem Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 0 0 tn Adjacent Footing Load = Footing Width Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall 00 Ibs 000ft 000 In 000 ft Line Load 00ft Design Summary j Masonry Stem Construction Total Bearing Load resultant ecc Soil Pressure © Toe Soil Pressure © Heel Allowable 2,234 Ibs 291 In 306 psf OK 1,924 psf OK 2,000 psf Thickness = 12 00 in fm = 1,500 psi Wall Weight = 124 0 pcf Fs = 24,000 psl Stem Is FREE to rotate at top of footing Block Type = Medium Weight Solid Grouted Short Term Factor = 1 000 Equiv Solid Thick = 11 620 in n Ratio (Es/Em) = 25 778 Use Special Inspection Soil Pressure Less Than Allowable ACI Factored © Toe ACI Factored © Heel Footing Shear Q Toe Footing Shear © Heel Allowable Reaction at Top Reaction at Bottom 429 psf 2,693 psf 3 4 psi OK 5 7 psl OK 93 1 psi 1,0500 Ibs 2,761 5 Ibs © Top Support Mmax Between Top & Base © Base of Wall Stem OK 1000ft #5 16 00 in it = Edge r = 9 oo in Stem OK 422ft # 6 16 00 in Edge 9 00 in Stem OK 000ft # 5 16 00 in Edge 9 00 In Sliding Calcs Slab Resists All Sliding I Lateral Sliding Force = 2.76T 5 Ibs Footing Design Results Factored Pressure = Mu' Upward = Mu' Downward = Mu Design = Actual 1-Way Shear = Allow!-Way Shear = 429 153 64 89 342 9311 2,693 psf Oft-ft 97ft-# 97ft-# 5 71 psl 9311 psi Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth *d' Design Data fb/FB + fa/Fa 0 000 0 624 Moment Actua = 0 0 ft-# 4,0415 ft-# Moment Allowable = 3,7913ft-# 5,294 8 ft-# Shear Force © mis height = 0 0 Ibs Shear Actual = 0 00 psi Shear Allowable = 38 73 psl Rebar Lap Required = 25 00 In 30 00 in Rebar embedment into footing - Other Acceptable Sizes & Spaclngs: Toe None Spec'd -or- Notreq'd, Mu <S* Fr Heel None Spec'd -or- Not req'd, Mu < S * Fr Key No key defined -or- No key defined 0000 . OOft-# 3,791 3ft-# 2,1000 Ibs 21 36 psl 38 73 psi 6 00 in Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAII Dsgnr: JR Description: Job # 01-200 Date: 457PM, 23 JAN 02 Scope:RETAINING WALLS B.v. 510300 U»ri KH-060135S, V.c 513, 22-Jun-199», (c) 1383-99 EKBRCALC Restrained Retaining Wall Design Page 2 c \ec\sacada2 ecw Calculations •Description 10ft RESTRAINED RETAINING WALL PER DET. 13/F1 Summary of Forces on Footing : Slab RESISTS sliding, stem Is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentncity) Surcharge Over Heel = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe Stem Weight Soil Over Heel = Footing Weight Total Vertical Force = Ibs 300 Olbs 36 9 Ibs Ibs 1,240 Olbs 366 3 Ibs 290 4 Ibs 2,233 6lbs Net Moment User For Soil Pressure Calculations ft 1 17ft 034ft ft 1 17ft 1 84ft 100ft Moment = -540.8 ft-# ft-# 351 Oft-# 123ft-# ft-# 1,4508ft-# 672 7ft-# £909ft-# 2,777 7ft-# 121 lffrMnsmrv\A//tffi(a 1ft." Lateral Restraint J 1050 if HOROWITZTAYLOR KUSHKAKI STRUCTURAL ENGINEERS HTK HOROWITZTAYLOR KUSHKAKI STRUCTURAL ENGINEERS ~r?u a STRUCTURAL CALCULATIONS PROJECT: HOROWITZ TAYLORKUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS' CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY. GRADE "N" CONCRETE BLOCK F ' M MORTAR: TYPES 1800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 ' LUMBER' DOUGLAS FIR-LARCH JOISTS v BEAMS AND POSTS STUDS SEISMIC FORCE: WIND FORCE: „ GRADE 40: GRADE 60- #5 AND LESS (U.O.N.) #6 AND LARGER PSI PSI #2 #2 STUD OR BETTER REPORT BY: REPORT NO.: 1- SOIL PRESSURE:2°°° DESIGN LOADS: ROQF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL&CLG. MISC. TOTAL - FLAT FLOOR DEAD LOAD INT. WALL DEAD LOAD INT. EXT, ROOF UVE LOAD SLOPING FLAT FLOORING PLYWOOD JOISTS 1NSUL. & CLG. MISC. TOTAL =* FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY INTERIOR EXTERIOR 10 PSF 16 PSF 40 PSF 60 PSF(U.O.N.) 100 PSF These calculations are limited only to the Hems Included herein, selected by the client and do not Imply approval of any other portion of the structure by this office. These calculations are not valid If altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. Lateral Restraint 1050 # Sliding Restraint DL= 300, LL= 0 0005#, Ecc= 0 00051n 306 36p: 38115* 19239psf Horowitz Taylor Kushkakl Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title: SACADAII Dsgnr: JR Description • Job #01-200 Date. 457PM, 23 JAN 02 Scope:RETAINING WALLS mv. 510 300Uuri 1W-06013SS, Vu- 5 I S, 22-Jun-5»9S tc) mi-99 ENERCUC Restrained Retaining Wall Design c \ec\sacoda2 Page 1 ecw Calculations Description 10 ft RESTRAINED RETAINING WALL PER DET. 13/F1 Criteria | Retained Height = 1000ft Wall height above soil = 000ft Total Wall Height = 1000ft Top Support Height = 10 00 ft Slope Behind Wai = 000 1 Height of Soil over Toe = 6 00 in Soil Density = 1 10 00 pcf Wind on Stem = 0 0 psf Surcharge Loads | Surcharge Over Heel = ^ o 0 psf »>NOT Used To Resist SJlding & Overturn Surcharge Over Toe = 0 0 psf NOT Used for Sliding & Overturning Axial Load Applied to Stem | Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 0 0 In Design Summary Total Bearing Load = 2,234 Ibs resultant ecc = 2 91 In Soil Data Allow Soil Bearing = Equivalent Fluid Pressure MetJ Heel Active Pressure Toe Active Pressure = Water height over heel Footing|[Soil Frictior Soil height to ignore for passive pressure = 1 2,000 0 psf iod 630 00 4000 00ft 0300 000 In Uniform Lateral Load Applied to Stem | Lateral Load = Height to Top Height to Bottorr 00#/ft 000ft 000ft Footing Strengths & Dimensions | f'c = 3,000 psi Fy Mm As% Toe Width Heel Width Total Footing Widtr Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover ©Top = 3 00 In Adjacent Footing Load Adjacent Footing Load = Footing Width = Eccentricity = Wall to Ftg CL DIst Footing Type Base Above/Below Soil at Back of Wall I Masonry Stem Construction Thickness = 12 00 In Wall Welaht = 124 0 DC fm = f Fs = £ = 60,000 psi 00014 067ft 133 200 12 00 in 000 in 000 In 000ft © Btm =s 3 00 in 1 00 Ibs 000ft 000 In 000ft Line Load 00ft 1 1 ,500 psi Short Term Factor = 1 000 4.000 psi Equlv Solid Thick = 11 620 In Soil Pressure © Toe = 306 psf OK Soil Pressure © Heel = 1,924 psf OK Stem is FREE to rotate at top of footing Block Type = Medium Weight n Ratio (Es/Em) = 25 778 Use Special Inspection Allowable 2,000 psf *>' Soil Pressure Less Than Allowable ACl Factored © Toe ACI Factored © Heel Footing Shear © Toe Footing Shear © Heel Allowable Reaction at Top Reaction at Bottom 429 psf 2,693 psf 3 4 psi OK 5 7 psi OK 93 1 psi 1,0500 Ibs 2,761 5 IbS Sliding Calcs Slab Resists All Sliding 1Lateral Sliding Force = 2,761 5 Ibs | Footing Design Results 1 Factored Pressure = Mu' Upward = Mu' Downward Mu Design Actual 1 -Way Shear = Allow 1-Way Shear = 429 2,693 psf 153 0 ft-# 64 97 ft-ft 89 97 ft-# 3 42 571 psi 9311 9311 psi ""^rouiea Mmax Between © Top Support Top & Base Design height = Rebar Size Rebar Spacing Rebar Placed al Rebar Depth 'd' r% t n«*« fb/FB + fa/Fa Moment Actua = Moment Allowable = Shear Force @ this height = Shear Actual = Shear Allowable = Rebar Lap Required = Rebar embedment Into footing Stem OK 1000ft # 5 16 00 In Edge 9 00 in 0000 OOft-# 3,791 3 ft-# 00 Ibs 0 00 psi 38 73 psi 25 00 In - Stem OK 422ft # 6 16 00 in Edge 9 00 In 0624 4,041 5 ft-# 5,294 8 fMf 30 00 in © Base of Wall Stem OK 000ft # 5 16 00 In Edge 9 00 In 0000 3,791 3ft-# 2,1 000 Ibs 21 36 psi 38 73 psi & f\f\ In6 coin Other Acceptable Sizes & Spaclngs Toe None Spec'd Heel None Spec'd Key No key defined -or- Not req'd, Mu < -or- Not req'd, Mu < -or- No key defined S'Fr S*Fr Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4363 Title; SACADA II Dsgnr: JR Description. Job #01-200 Date 457PM, 23 JAN 02 Scope:RETAINING WALLS R«vi 510300U»n KW-OSODSS, V*r 5 1 3(el 1S83-M Restrained Retaining Wall Design Page 2 \ec\sacada2 ecw Calculations Description 10ft RESTRAINED RETAINING WALL PER DET. 13/F1 Summary of Forces on Footing : Stab RESISTS sliding, Forces acting on footing soil pressure (taking moments about front of footing to find eccentncrty) Surcharge Over Heel = IDS ft Axial Dead Load on Stem = 300 Olbs 1 17 ft Soil Over Toe = 36 9Ibs 0 34 ft Surcharge Over Tog s (bs ft Stem Weight = 1,240 Olbs 117ft Soil Over Heel = 366 3Ibs 1 84 ft Footing Weight = 290 4lbs 1 00 ft Total Vertical Force =* 2,233 Gibs Moment = Net Moment User For Soil Pressure Calculations -540.8 ft-# stem is PINNED at footing ft-# 351 Oft-# 12 3ft-# H-# 1.4508ft-# 672 7ft-# 290 9ft-# 2,777 7ft-# I 12 p., SCMLJSS AIM ARCH 1 EC fuRAL CORPORATION PLftMMTJG CORRECTION RESPONSE SHEET Plan File No. 01-3783 Project Name Sacada II Duplex Address:2416 A&B Sacada Circle Carlsbad, CA Duplex for K F. Stephens Department Date: all 07-30-02 Corrections By Gregg Taylerson Returned to Agency: Kal Tumaheh Esgil S/C Project Number: 01-416 58 « ''Department V »>*$$& Zttffl* ^ .aS - jT "''".^f '*' " I y^"f^ ,a *• !i5"i! General *<* "'^Gdrrectibn' KJi(?:i~ ^JCIIP, i ^tDrv:>r!-^;i'! n , ilitir * is!*NO ~f"••!•; 1?V*f^« -T^hl* ,At> s,,,»j,j „ , !i! 2 3 4 5 6 7 8a 8b 8c 8d 9 10 lla lib ^ Plan Sheet Nuiri.'^ "1 ™ i*sfc™ ; :" „.'«"*„ * *« c If^Wlf^tT^s.jjy,.! ^ 2,3,,3S_ | c c N/A C A1.A2 A4 Al A2 A2 Al Al D2 A1,A2, A5, A5 1,D1,D4 A1.D4 D4 sy*-s- * > tr'a% ^ -^'i'1 ' E f nPftlT M A=R^K" S* H'l^'t' " , "^V ' -""' ;-'i r.j , s v , 5,M * *m> jjiSitq K »*v Hi iTi ^v iv iv os s « a "SB* iJisEl " t s l»l, \, V Ti'*- J - «*V— £" .^%st!« ^|,aX,:™( sS^V -^^Sl3!'1 ™3" ^r;S '-«„,„ ™^< 5 i.j;, >~ ,™ j '! •;»:,1" '*i^ajiSE. - , - '•?'• ,t"£j A, , r ,«. ." % ' i- W- ?L ^, - si ,;' ! «r ** Hi ^"^ " v*" 3**^^^ *jfit 1*^- •'T*^3*^ txi1*. «p--i •£ ^* '"I*1* H1* 1 *"* EJ >J|Hr -*T *»x * x$*~$* "^*h 3 f-i*" %* -**'!"•• »" V- -.I-1" "* T " "'^.S j|M "•li-Jv~4 j^ '^W(lf ^ ^"VJffi* ^r-^i1"('- K . « j-« L 'lrrtB«2" "J^l Jtj «. r' ^.3^ " t*,j J j3?it- " '.jc^iiSif !• j .. <. i j s f M-* ^ %">. * '-(•J™ *£* * GJF1^» ^* <ri. ^i-^- 1^5 f 3^,*;1., '4^1*'! v^/dlJ- >, --^:"- - V *Lh"- 1i« - i«'- • " 'fcj-H .'; " a; hl? One building on site Refer to Special Inspection Section - Program submitted by owner Special Inspection program form submitted to building official See deferred submittal items note on cover-no items deferred at this time General Notes item #l I Front elevation clarified Door to exterior deck from living room tempered Door on second floor to ext porch tempered Window in Master Bathroom tub tempered Windows adjacent to living room doors ledmg to porch tempered Window adjacent to bottom of stair at lower level tempered See details !4,2l/D2 dor connections to comply with Table 16-B See Section B A5 and Section D A5 I See plan Al, A2 and Details 7,8/Dl and l,2/D4 Refer to stair details 1 , 2/D4 and ext Stair plan A I See details I, 2/D4 9474 KEARNY VILLA ROAD • SUITE Zl 5 • SAN DIEGO, CA 921 26 • PHDNE (B5B) 57B-295D FAX (Q5B) 57B-6346 • E-MAIL MAlL@SCHU5SCL.ARK COM " Departmenti'C, ,lf-,r "•-«;»-,( , „ ""i a ;„,,"' -" <^i * < iJEbj ^ ,- i|ijsf|1 r £ IMl'^V ^("^iiS"- - s f Correctidnj'^,-? , -f ' . ^--i C Y^ A ,-DIV."„ f^jtp 3 i ^ NO. " 12 13 14 15 16 17 18 19 20a-e 21 22a-c 22d 22e 23 24 25 26 27 28 29 30 31 32 34 37 38 ^Plan Sheet Nuni: '( jHj?! •? ** J * ' i £r Z , -. ^(W it ™ 1 ( j,^j»«Jtr;ll <7sEJ ,.!i» a " . UsCJ"il " t ' ,,i,h^"- ^ Js H.8" i-- -'•=! A1,A2 D1,A41 A3 A1,A5 Al A3 D/2 A1,A2 A1,A2 A2 Dl A4, A4 1 D2 A2 A2 A2 A1.A2 Al D2 C N/A C N/A N/A N/A N/A .' ^ y,,- ;p ^, ^ , ' frft,^ .j. R EjM,^; R.K g }V £ ,^t ^, » , A , ^ ,£ -J. •= 3 '. J a S' ^ 1>r M , . " f>3 i '!"', 3, " - -, , Hi = 3 '- ^ S , , '" f\ ™ 's,hAB, MdM,-. ft, -'^ 'Jl"1'; "r- . (1"frh-- i. *"^ ,,j t>*ur s i.w.s^", '4 s,^. ,'• '-*?.. ,^u.; ;,-^^" See porch and deck Al, A2 for slope See detail 18/D1, back deck A4 1 See note 10 on A3 Refer to building section A/A5 and note in garage See door b/w garage and entry Refer to detail on A3 Detail 23 changed to 24/D2 See note 7 under general notes See note 10 under general notes See access shown in master bedroom walk-in-closet Adjacent to Master Bath See detail 13/D1 See left and right elevations See details 20/D2 See A2 at Laundry See electrical plan at Master Bath A2 Outlet(s) added in hallway sheet A2 Outlet(s) added at living room and Master Bedroom See Garage elect. Plan Al at water heater for T&P valve Detail 15/D2 provided Note 2 of energy notes on Cover HVAC Equipment as follows: Comfortmaker NBF100F22A 1 00,000 BTU 80% APUE rated Note 3 of energy notes on Cover Soils report provided See report on hquifaction provided Building is slab on grade Building is slab on grade KEARNY VILLA ROAD • SUITE Zl 5 • SAN DIEGO, CA 921 Z6« PHONE (B5B) 5VB-295D FAX (B5B) 57B-63-4G • E-MAIL MAlL@SCHUSSCl_ARK.CDM i:f 'Department" 5- -A'/ - 3 < TJV r -„ »r fw * i „'"!' - J'V ., ' ' , 'J^a •?*£ !i .- i "S , City Special Requirement *3 r^. Correction X ™ i\ !S< -T.a S, "^ - 'i' '[ ' ;i> (j i * ^ " .lit/ ,tS.JDJVj^ .P i "«,""*£ . lc' s i *""*' Np.J ', 40 41 1 "- Plan Sheet Num."1 * < --. 3~i • " *" ;! , j * i J> iij * , "i'" i- J ' ^ *' ' £ -''-5 '< h^ ^ „ ^ i 'j ^ "]«' ., '» ^rsf . T 1=3"^ t* N/A N/A D4 -; ''^J V, .' : f ^ l"'"* R=E"M A R K-Sr ^,-E^r^-,-.^ rr£r>^;.,j": sS-» ^ ^ ", s^~< H','.,'^ * I'u£:if""""{viA ;,-y...-" K:''/ <ir ' ' " * ' > ,«, f f ' ' -J1 \''^, ' - ' ., ;( ' 1 '^(' , • , "^ " ^ "j - ''\l ^ u*;>3 -£jT: » s ^ ^' j, ^ \-' ,,' vj*.* i. ^ ^ 7f\ jfe'^i/ijH ^ See truss calcs provided See truss calcs provided Details 4, 5/D4 Page KEARNY VIULA RDAD • SUITE Zi 5 • SAN DIEGO, CA 921 26 • PHONE (SSB) 5VB-295D FAX (B5B) 57B-634G • E-MAIL MAIL@SCHUSSCLARK. COM V I«-»V— ^ I — <O» 1 A . PO November 2, 2001 «Mfl (619) 443. 0060 Kevin Stephen! K h Stephen!. Inc 1500 West 1I* Avenue, Suite 24 Kstondido, California 92029 SUBJfcCr Kile No 10268 SITE INSPECTION Proposed Residential Building Site 2416 Sacada Circle CityofCartibad Dear Mi Stephens SCOPE In accordance with your rcquen. a Site Iniptction has been performed at the subject site The purpose of thU investigation was to examine existing site condition! and provide engineering nxommendattons for the proposed two-story duplex Ffl:LD INSPECTION In order to accomplish thii purpose, a rtpreMntabvc of thii nVro visaed the *he, reviewed the topography end site condition* and viiuaUy ind textually clasufied ihe surface and near surfa* soils Representative Mmplei of the on-site sotlfl were obtained from a test exploration 3 feet in depth and te«cd for density, shear strength and expansive chartcterUuca. SITE CONDITIONS The subject sue n an undeveloped pmroel located on the northerly ride of Secada Circle The trotit two-thirdu of the property slopei to the north at an approximate 2 percent inclination The back one-thuxj of the site ilopea at approximately 4 1 to the property below This slope area is enclosed by Cham Hnk fence and has been planted with a heavy growth of ice plant Accent property are alto occupied by residential structures Man-made fill toils were encountered to approximately t foot during the course of this inspection SJ>I Z8800t^09i 68:91 IQQZ/LQ/ll KF Stephens.foe FiteNol0268 November2.2001 SOIL CONDITIONS The soil* encountered in the exploration trench were loose, brown, silly, sanda (fifl) to approximately 1 foot in depth These existing fiB soils ire underlain by dense, native, yellow grey, ttlty sands wtoch extended to the bottom of the tect exploration and became very dense it approximately 3 feet in depth The sihy toils an not considered to be detnmentaHy expansive with respect to change m volume with change m moisture content (Expansion Index 17) and will not require tpecUi foundation design to resist exptnnve ioili CONCLUSIONS AND RECOMMENDATIONS 1 If trading b propoaed for the proposed development, we recommend that the surface sou* to proposed building area*, be recomputed Excavation of loote surface soil* ihould extend to a depth of approximately 1-foot and should extend a minimum of 5 feet outside the proposed building footprint Then aoib thould be moisture conditioned and recompacwd to at tout 90 percent of maximum dry density tn accordance with the Grading Specification* in this report in order 10 provide adequate support for the proposed no* stniotura 2 If grading Is not prapoacd* footing* for tht propoaed atnictara ahoukt be deepened ao that they extend a marimum of 12 inches into film natural ground We anticipate thai a footing depth of 24 inches wifl be required, however, this must be determined during the footing excavation Fooling excavaooni ihould be inspected by a repreaentabvt of this firm to insure that adequate depth has been achieved 3 tf grading W peffonnedi com-entional spread footings founded a aalnifflum of 12 intava* for one story stfucturei and IB iftches for two story structures below lowest adjacent grade and having a width determmed by the allowable soil bearing value u detailed above are recommended for foundation support Footing width* ihould be at teaat 12 tnchea for one stoiy structure* or 15 inches for two story structures for botttinuous fooungs and 24 inches for square footings due to practical considerations as wall u Building Code requirement*. 4 Remforcing in footings should consist of at teait one #4 steel bar placed continuously in th« top and bottom of continuous footings regardless of structural requirements Reinforcing for isolated footing! are dictated by the structural requirement* These recommendations are based upon on the toil type encountered and do not take tnto consideration the proposed boating load 5 Concrete ilabs-on-grade should be constructed to have a nonwial thteknew of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature remfofoerwnt consisting of 6X6-10/10 welded wire mesh The sand subbase (and 0Q'9T K F Stephens. Inc File Nb 10261 November 2,2001 blanket) should have 4 sand equivalent exceeding 30 per ASTM D2419 All slabs ihould either hive a conventional thickened edge or be poured monollihicalty with continuous footings at the slabs perimeter Conventional thickened edges should be 6" thick at dab edge, uniformly tapering to 4H thick at 2' from alab edge The thickened edges or monobthn footings should extend completely around the slab's perimeter Contraction and txpamion joinu thould be considered flan edges. Maximum spacing uf expansion jdro* is 50* for interior slabs and 30* for eartenor itabs A representative sample of the foundation soil was remolded to 90% of maximum dry density (1103) Based on the following test results, a ufe allowable bearing value of at least 2000 pounds per square foot may be used m designing the foundations and *lab for the proposed structure This value may be increased by one third for wind and/or seismic loading Angle of internal friction 39° Cohesion 180 psf Unit weight 1007pcf Resistance to horizoMil movement may be provided by allowable soil passive pressure and/or coefficient of friction of concrete to ioil The tllowable paawve pressure may be assumed to be 400 psf at the turfioe and increasing at the rate of 400 psf per foot of depth The* pressures assume a fitctlonlesfi venial element, no surcharge and level acgacem grade if these assumptions are incorrect, we should be contacted for values that reflect the true condition* The values ire for static conditions and may be increased 1 /3 for wind and/or seismic loadmg The1 coefficient of friction of concrete to soil may be ttftly assumed to be 0 4 Active pressures for the design of unrestrained, camuevered. individually supported retaining walls, capable of slight movement away from load mty be considered to be equivalent to the pressures developed by a fluid with a density of 33 pcf This value asiumec a verticil, smooth wall and level drained backfill We should be contacted for new pressures if these assumptions are incorrect Restrained watts, incapable of movement tway from load without damage such as basement walls, should be designed for the additional equivalent fluid of 28 pcf applied triangularly for cohesioniess type soils and trapczoidafly for cohesive type soili The above design values and foundation design assume ttutt the retaining wall excavation will eipoit will similar to those we tested during our lit* Inspection. We should Inspect the cut to iatnre that the toll* exposed are the same as those we tested. 00 91 I0GZ/Z0/II K F Stephens, toe file No 10268 November 2,2001 EXPANSIVE In addition to the special foundations recommended hereinbefore, the following detail* ihould be incorporated to reduce the probability of damage from the expansive soils The expansive loil conditions dictate the foundation and footing dcugn For any foundation flf_»uOflflrt avH«m. the expansive soils muit be pre- saturated Presaturation of expansive soils prior to placing concrete it imperative If the probability and/or amount of damage from the expinuve soils is to be reduced The aubgrade soils are saturated and expanded before the concrete » placed Therefore, the clayey subgrade toils, especially below concrete flat work thould not be allowed to dry and should be sprinkled if necessary to insure they ire kept in a very moist condition Soil* underlying slabs should have a moisture content exceeding 4 percent above optimum moisture They should be tested for proper moisture from * depth of 2 feet not more thin 24 hours before plating concrete. Allowance foi soil expansion should be made when setting tubgradc elevation* prior to prcnaturatlng the soils. RECOMMENDED GRADING SPECIFICATIONS For Proposed Residential Buikfttg Site 2416 SACftda CJrele OtyofCftrtafoftd GENERAL: Soil Testers and 'Soil Engineer1 are synonymous hereinafter and shah be employed to inspect and test earthwork m accordance with these specifications, the accepted plans, and the requirements of any juritdicttve governmental agencies They o/e to be allowed adequate access oo that the inspection* and tests may be performed The Soil Engineer shall be appraised of schedules and any unforeseen soil conditions Substandard conducm or workmanship, inadequate compaction, adverse weather, or deviation tram the lines and grades shown on the plant, etc , shall be cause for the soil engineer to either stop construction until the conditions arc 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 Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved m writing by the owner and the contractor and endorsed by the soil engineer 50 • Q0:9T I082/i0/Tl K fr Stephen*, !nc File No 10268 November 2,2001 SOU- TK.ST METHODS: Maximum Density A Opt Moisture - ASTM DI557-70 Density of SoO Ir-PUce - ASTMDJ556, D2922 and D10I7 Soil Expansion - UBC STANDARD 2^2 Shear Strength -- ASTM D3080-72 Gradation A Gra.n Size « ASTM Dl 140-7 J Capillary Monture Tension « ASTM D2325-68 Organic Content - % Weight lou after heating for 24 hours oi 300° F and after deducting aotl moisture LIMITING SOIL CONDITIONS: Minimum Compaction QOVe for ' disturbed* soils (Existing fill, newly placed fill, plowed ground, etc ) S4H for natural, undisturbed foil* 95% for pavement subgrade within 2* of fimih grade and pavement base course Expansive SoiK Expanilon Index exceeding 20 iruufflcient finci Leu than 40% pasting the #4 sieve Overazed Particles Roclci over 1<T in diameter PREPARATION OF ARFAS TO RECEIVE FHX; Brush, tia&h. debni and dcfrtmental soils shaft be cleared from ihe areai to receive ffll Detnmcntal toiU thai) be removed to firm competent toti Slopes exceeding 20% should bo Hepped uphill wrth benchet 101 or greater in width Scarify area to receive fill to 6" depth and compact Fll L MATERIAL shall not contain msuffictem ftnts. oversized particles, or excessive organic* On-ntc diipoiition of oversized rock or expansive coils is 10 be at the written direction of the Soil Engineer Select till shall be as specified by the soil engineer compaciod SUBDRAINS fthafl 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 filler rock in a vee' ditch to intercept and dram free pound from the maw fills Perforated pipe shall be schedule 40. Poly-Mnyl-CWoridc or Acryionltnte Butadiennc Styfene plastic Rock fitter material shaft conform to the following gradation Sieve sue 3/4" *4 #30 #200 %Pas»ng- 90-100 25-50 5-20 0-7 Subdralnt dull 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 90 SJ>1 Z880Gfi99i 80 :9t IQQZ/iQ/ll K F Stephens. Inc File No 10268 November 2,2001 CAPPING EXPANSIVE SOILS: (f capping expansive toils with non-expinuve soil to mitig&te the expulsive potential is used, the o*p should be completed. non-expansive, select ioil placed fur a mmimum thickness 3* over the expansive toil and for a minimum distance of 8' beyond the exterior perimeter of the structure Special precaution! should be liken to enaurethut the non-expansive aoH remains uncontAtntnated and the minimum thickness and dimensions •round the structure are maintained The expansive •oik underlying the cap of non-exptmrve cap should be pre-aaturated 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 W '/• Maximum Expansion Index 30 Minimum Angle onntemal Fnotion 33 Deg Cohesion Intercept 100 pif UNFORESEEN CONDITIONS: Sofl Testers assume no responsibility for conditions which differ from those described in the applicable current report* and documents for this, property Upon termination of the soil engineer's services for any reason, h» fees up to the time of terrfriutticm become du» and payable If a a necessary for the soil engineer to UBUC an unfavorable report concerning the work that he hat been hired to test and inspect, the sot) engineer shall not be held liable for any damigw that might result from his 'unfavorable report1 If ive can be of any further assistance, please do not hesitate to contact our office This opportunity to be of service is tincerery appreciated Respectfully submitted. r Smyth. RCE 216 cc-(.1) submitted 00 91 I CHRISTIAN WHEELED ENGINEERING January 24, 2002 Soil Tester, CWE 202 050 1 Post Office Box 1195 Lakeside, CA 92040 SUBJECT: SEISMIC DESIGN CRITERIA, PROPOSED RESIDENTIAL BUILDING SITE, 2416 SACADA CIRCLE, CARLSBAD, CALIFORNIA REFERENCES i) Site Inspection, Proposed Residential Building Site, City of Carlsbad, California by Sod Testers, File No 10268, dated November 2, 2001 2) Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada by California Division of Mines and Geology, dated February 1998 3) Geologic Maps of the Northwestern Part of San Diego County, California, California Division of Mines and Geology Open-File Report 96-02 ^ySiang S Tan and Michael P. Kennedy Dear Ladies and Gentlemen. In accordance with your request, we have prepared this letter to present pertinent seismic/geotechnical information regarding the project site The scope of our limited study consisted of a review of the referenced soils report, a review 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 Tertiary-age sediments, associated surficial 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 (Mmax) earthquake of 6.9 along the nearest portion of the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be approximately 0.27 g For structural design purposes, a damping ratio not greater than 5 percent of critical ng, and Sofl. Profile Type Sc are recommended (DEC Table 16-J). Based upon the location of the site at approximately nine kilometers from the Rose Canyon Fault Zone (Type B Fault), Near Source Factors N, equal to 1 0 and Nvequal to 1 04 are also applicable Triese values, along with other seismiralry related design parameters from the Uniform Bu3ding Code (UBQ 1997 edition, Volume n, Chapter 16, utilizing a Seismic 4925 Mercury Street -f San Diego, CA 92111 •*• 858-496-9760 4- FAX 858-496-9758 CWE 202 050 January 24, 2002 Zone 4 are presented in tabular form below UBC- CHAPTER 16 TABLE No 16-1 i*J 16-Q 16-R 16-S 16-T 16-U SEISMIC PARAMETER Seismic Zone Factor Z Soil Profile Type Seismic Coefficient C Seismic Coefficient O Near Source Factor Na Near Source Factor Nv Seismic Source Type RECOMMENDED VALUE 040 Sc 040 Na 056 Nv 10 1,04 B LIQUEFACTION: Liquefaction is the phenomenon that may result in large total and/or differential ground surface settlement and possible lateral ground spreading during an earthquake Liquefacuon 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 penod of time, 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 the upper 30 feet, the effect of liquefaction of soils below this depth is not usually manifested at the ground surface Four conditions usually must be present before liquefaction can occur 1) The sod is below the groundwater table, i e , saturated, 2) The soil is composed predominantly of fine sand and sdt; 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 Based on the available information, it appears that the ground water table is relatively deep and that the native materials at the site below the foundation elevation are generally medium dense to dense and are not subject to liquef action. If you have any questions after reviewing this letter, please do not hesitate to contact this office. Respectfully submitted, CHRISTIAN WHEELER ENGINEERING Curtis R Burdett, CE.G # 1090 CRB.crb cc: (4) Submitted 4-29-1 99S 11.1 APM P. 1 1 HeatinglaMAirComitioninglnc. FA* COVER LETTER DATE:_ TO. COMPANY: PHONE. 76*? FROM BRENT LAKIGAN PAGES INCLUDING FAX COVER LKITHR: / VOO.oOO HTK KUSHKAKI S_I_R U CJU ENGINEERS HOROWITZTAYLOR KUSHKAKI STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS PROJECT- HOROWITZ TAYLOR KUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS' CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F ' M MORTAR: TYPE S 1800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 GRADE 40: GRADE 60: #5 AND LESS (U.O.N.) #6 AND LARGER PSI PSI STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR4ARCH\ JOISTS N BEAMS AND POSTS STUDS SEISMIC FORCE: WIND FORCE: . #2 #2 STUD OR BETTER REPORT BY: REPORT NO.:SOIL PRESSURE:2OCO DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL - FLAT ROOF LIVE LOAD SLOPING FLAT FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL & CLG. MISC. TOTAL = FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 10 PSF 16 PSF 40 PSF 60 PSF (U.O.N) 100 PSF These calculations ere limited only to the Kerns Included herein, selected by the client and do not Imply approval of any other portion of the structure by thfe office. These calculations are not valid If altered In any way, or not accompanied by a wet stamp and signature of the Engineer of Record. A u.,.-u., rvrnw^n Ainn *n,.™ TA DL= 300, LL= 0 OOOSff, Ecc= 0 0005In Lateral Restraint 1050 # Sliding Restraint Pp=450# 3811 5# 19239psf Horowitz Taylor KushkakI Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title: SACADAII Dsgnr JR Description: Job ft 01-200 Date, 4 57PM, 23 JAN 02 Scope.RETAINING WALLS KWi 310300UMfi KK-0(013SS Vfi 5 1 J, 23-Jun-lS»9 Win32(e) 19»l-99 ENERCALC Restrained Retaining Wall Design c \ec\sacada2 Page 1 ecw Calculations Description 10 ft RESTRAINED RETAINING WALL PER DET. 13/F1 Criteria | Retained Height = 1000ft Wall height above soil = J100 tt Total Wall Height = 1000ft Top Support Height = 10 00 ft Slope Behind Wai = 000 1 Height of Soil over Toe = 6 00 in Soil Density = HOOOpcf Wind on Stem = 0 0 psf Surcharge Loads | Surcharge Over Heel = ^ o 0 psf >»NOT Used To Resist SJIding & Overturn Surcharge Over Too = 0 0 psf NOT Used for Sliding & Overturning Axial Load Applied to Stem ^ Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 0 0 In Design Summary ! Total Bearing Load = 2,234 Ibs resultant ecc = 291 in Soil Data | Allow Soil Beanng = 2,000 0 psf/^ Equivalent Ruld Pressure Method / Heel Active Pressure = 63 O/ Toe Active Pressure = 00 S* Water height over heel = 0 0 ft / Footmg||Soil Frictlor = 0 300 ' Soil height to Ignore for passive pressure = 0 00 in Uniform Lateral Load Applied to Stem | Lateral Load = 0 0 #ffl Height to Top = 000ft Height to Bottorr = 000ft \ Masonry Stem Construction Thickness = 12 00 In fm = Wall Weight = 1240pcf Fs = 2 Footing Strengths & Dimensions | fc = 3,000 psl Fy = 60,000 psi Min As% = 00014 Toe Width = o 67 ft Heel Wtdth = 1 33 I otal Footing Widff = 2 00 Footing Thickness = 12 00 in Key Width = 0 00 in Key Depth = 0 00 In Key Distance from Toe = 0 00 ft Cover @ Top = 3 00 in @ Btm = 3 00 tn Adjacent Footing Load | Adjacent Footing Load = 0 0 Ibs Footing Width = 0 00 ft Eccentricity = 0 00 in Wall to Ftg CL DIst - 0 00 ft Footing Type Une Load Base Above/Below Soil ft at Back of Wall " oott 1 1 ,500 psi Short Term Factor = 1 000 4,000 psl Equlv Solid Thick = 11 620 In Total Bearing Load resultant ecc Soil Pressure @ Toe Soil Pressure © Heel Allowable 2,234 Ibs 291 in 306 psf OK 1 ,924 psf OK 2,000 nsf Thickness = 12 00 In fm = 1.500 osi Short Term Factor = 1000 Wall Weight = 1240pcf Fs = 24,000 psl Equlv Solid Thick = 11 620 In Stem Is FREE to rotate at top of footing Block Type = Medium Weight Solid Grouted Soil Pressure Less Than Allowable @ ACI Factored @ Toe ACI Factored @ Heel Footing Shear 0 Toe Footing Shear @ Heel Allowable Reaction at Top Reaction at Bottom = «y pst 2,693 psf 3 4 psi OK 5 7 psl OK = 93 1 psl 1,0500 Ibs 2,761 5 Ibs Sliding Calcs Slab Resists All Sliding 1 Lateral Sliding Force = 2,761 5 Ibs Footing Design Results I Factored Pressure = Mu' Upward = Mu' Downward = Mu Design = Actual 1-Way Shear = Allow 1 -Way Shear = me heel 429 2,693 psf 153 Oft-# 64 97 ft-# 89 97 ft-# 3 42 5 71 psl 9311 9311 psi Design height = Rebar Size = Rebar Spacing = Rebar Placed at = Rebar Depth 'd' Doslon Dfltci *— — ' — -- fb/FB + fa/Fa Moment Actua = Moment Allowable = Shear Force @ this height = Shear Actual = Shear Allowable = Rebar Lap Required = Rebar embedment Into footing n Ratio (Es/Em)= 25778 Use Special Inspection Top Support Stem OK 1000ft # 5 16 00 In Edge 9 00 in 0000 OOft-# 3,791 3 ft-tt 00 Ibs 0 00 psi 38 73 psl 25 00 In Mmax Between Top & Base *s Stem OK 422ft tt 6 16 00 in Edge SCO In 0624 4,041 5 ft-# 5,294 8 ft-# 30 00 in 5 Base of Wall Stem OK 000ft # 5 16 00 in Edge 9 00 in 0000 _. OOft-tf 3,791 3ft-# 2,1 000 IDS 21 36 psi 38 73 psi 6 00 in Other Acceptable Sizes & Spacfngs Toe None Spec'd Heel None Spec'd Key No key defined -or- Not req'd,Mu < S * Fr -or- Not req'd, Mu < S * Fr -or- No key defined Horowitz Taylor KushkakI Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAII Dsgnr. JR Description Job #01-200 Date: 457PM, 23 JAN 02 Scope:RETAINING WALLS R.VI 110300 U..EI M-06Q1J55 V.r lei 1*83-99 EHERCALC Restrained Retaining Wall Design c \ec\sacada2 ecw Calculations Description 10 ft RESTRAINED RETAINING WALL PER DET. 13/F1 Summary of Forces on Footing : Slab RESISTS sliding, Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = ibs ft Axial Dead Load on Stem = 300 Olbs t 1 7 ft Soil Over Toe = 36 9Ibs 0 34 ft Surcharge Over Toe = Ibs ft Stem Weight = 1 ,240 0 Ibs 1 1 7 ft Soil Over Heel = 366 3lbs 1 84 ft Footing Weight = 290 4lbs 1 00 ft Total Vertical Force = 2,233 6lbs Moment = Net Moment User For Soil Pressure Calculations -640.8 ft-# stem is PINNED at footing ft-# 351 Oft-# 123ft-# ft-# 1,4508ft-# 672 7ft-# 290 9ft-# 2,777 7ft-# 1 HTK HOROWITZTAYLOR KUSHKAKI STRUCTURAL ENGINEERS 1*33 r_ //v ^s-s" _^_$__ fbsi^i+.jrzL 4**\ - HOROWITZ TAYLOR ; KUSHKAKI STRUCT U.RAL ENGINEERS STRUCTURAL CALCULATIONS PROJECT: HOROWITZ TAYLOR KUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS' CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F' M - MORTAR TYPE S 1800 PSI GROUT: 2000 PSI PSI PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER. DOUGLAS FIR-LARCH GRADE 40. #5 AND LESS (U O.N) GRADE 60- #6 AND LARGER JOISTS x #2 BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC FORCE: WIND FORCE- _ REPORT BY: >$Ol <- T£ REPORT NO.: /&26f SOIL PRESSURE: DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL&CLG. MISC. TOTAL » _ ROOF LJVE LOAD SLOPING FLAT FLAT FLOOR DEAD LOAD INT FLOORING PLYWOOD JOISTS 1NSUL. & CLG. MISC. TOTAL » FLOOR LIVE {.PAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 10PSF 16 PSF 40 PSF 60 PSF(U.O.N.) 100 PSF These calculations are limited only to the ttems Included herein, selected by the client and do not Imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. . ,« » ,1 t ' I DL= 300. LL= 0 0005* Ecc=00005iri Lateral Restraint 1050 * Sliding Restraint Pp=450# 38115# 19239psf Horowitz Taylor Kushkakl Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAll Dsgnr- JR Description: Job #01-200 Date. 4 57PM, 23 JAN 02 Scope:RETAINING WALLS turn 510300U«,r. KW-0601355, V«r 5 1 I Ic) 19B3-9S EKEHCkLC Restrained Retaining Wall Design Page 1 \ec\sacada2 ecw Calculations Description 10ft RESTRAINED RETAINING WALL PER DET 13/F1 Criteria | Retained Height = 1000ft Wall height above soil = 0 00 ft Total Wall Height = 1000ft Top Support Height = 1000ft Slope Behind Wai - 000 1 Height of Soil over Toe = 6 00 in Soil Density = 1 1 0 00 pcf Wind on Stem = 0 0 psf Surcharge Loads | Surcharge Over Heel = ^ o 0 psf >»NOT Used To Resist SJiding & Overturn Surcharge Over Toe = 0 0 psf NOT Used for Sliding & Overturning Axfal Load Applied to Stem j| Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 00 In Design Summary ' Total Bearing Load = 2,234 Ibs resultant ecc = 2 91 In Soil Data | Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 63 0 Toe Active Pressure = 00 Water height over heel = 0 0 ft Footng||Soil Frictior = 0 300 Soil height to Ignore for passive pressure = 0 00 in Uniform Lateral Load Applied to Stem | Lateral Load = 0 0 ftftHeight to Top - 0 00 ft Height to Bottorr = 0 00 ft ( Masonry Stem Construction Thickness = 1 2 00 In fm = Wall Weight = 1240 pcf Fs = 2 Footing Strengths & Dimensions | fc = 3,000 psl Fy = 60,000 psi Mm As% = 00014 Toe Width = 0 67 ft Heel Width = 1 33 Total Footing Width = 2 00 Footing Thickness = 1 2 00 in Key Width = 0 00 in Key Depth = 0 00 in Key Distance from Toe = 0 00 ft Cover © Top = 3 00 in @ Btm = 3 00 in Adjacent Footing Load | Adjacent Footing Load = 0 0 Ibs Footing Width = 0 00 ft Eccentricity = 0 00 in Wall to Ftg CL Dist - 0 00 ft Footing Type Line Load Base Above/Below Soil n . „ at Back of Wall ~ u u n 1 1 ,500 psl Short Term Factor = 1 000 4,000 psl Equlv Solid Thick = 11 620 in Soil Pressure © Toe = 306 psf OK Soil Pressure © Heel = 1,924 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable Stem Is FREE to rotate at top of footing Block Type = Medium Weight Solid Grouted n Ratio (Es/Em) = 25 778 Use Special Inspection ACI Factored © Toe ACI Factored © HeeJ Footing Shear © Toe Footing Shear © Heel Allowable Reaction at Top Reaction at Bottom 429 psf 2,693 psf 3 4 psi OK 5 7 psl OK 93 1 psi 1,0500 Ibs 2,761 5 Ibs @ Top Support Mmax Between Top & Base 6 Base of Wall Sitting Cafes Slab Resists All Sliding ILateral Sliding Force = 2,761 5 Ibs I Footing Design Results Factored Pressure = Mu' Upward = Mu' Downward = Mu Design = Actual 1 -Way Shear = Allow 1-Way Shear = Toe 429 153 64 89 342 9311 | 2,693 psf Oft-# 97ft-# 97tt-# 5 71 psl 93 1 1 psi Stem OK 1000ft # 5 16 00 in I = Edge I' = 9 00 In 0000 18 = 00 ft-# wable = 3,7913ft-tt this height = 0 0 Ibs I = 0 00 psi ible = 38 73 psi uired = 25 00 in Stem OK 422ft # 6 16 00 In Edge 9 00 In 0624 4,041 5 ft-# 5,294 8 ft-# 30 00 in Stem OK 000ft # 5 16 00 In Edge 9 00 In 0000 -00ft~# 3,791 3ft-# 2,1000 Ibs 21 36 psi 38 73 psl Design height Rebar Size Rebar Spacing Rebar Placed af Rebar Depth 'd' Design Data fb/FB + fa/Fa Moment A( Moment Al Shear Force Shear Actual Shear f> Rebar Lap Required Rebar embedment Into footing = Other Acceptable Sizes & Spaclngs: Toe None Spec'd -or- Not req'd, Mu < S * Fr Heel None Spec'd -or- Not req'd, Mu < S * Fr Key No key defined -or- No key defined 6 00 in Horowitz Taylor KushkakI Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diegof CA 92123 (858) 560-4383 Title; SACADA It Dsgnr: JR Description Job #01-200 Date 457PM, 23 JAN 02 Scope:RETAINING WALLS R.v, 5JOJOOUl«-[ W-OCOIISS, V.t 5 1 3 ja-Jun-l»»» KinJS (c) 1)83-99 Restrained Retaining Wall Design Page 2 c \ec\sacada2 ecw Calculations Description 10ft RESTRAINED RETAINING WALL PER DET. 13/F1 Summary of Forces on Footing : Slab RESISTS sliding, stem Is PINNED at footing Forces acting on footing soil pressure {taking moments about front of footing to find eccentricity) Surcharge Over Heel = ibs Axial Dead Load on Stem = 3000 Ibs Soil Over Toe = 369lbs Surcharge Over Toe = tbs Stem Weight = 1.2400lbs Soil Over Heel = 366 3Ibs Footing Weight = 290 4lbs Total Vertical Force = 2,233 6 Ibs Net Moment User For Soil Pressure Calculations ft 1 17ft 034ft ft 1 17 ft 1 84ft 1 00ft Moment = -540.8 tt-# ft-# 351 Oft-# 12 3ft-# ft-# 1,450 8 ft-# 672 7ft-# 290 9ft-# 2.777 7ft-# , ,s- * h • ./# fllfi.- ^) 12. jn.1 Masonry w/*5@ 16 * > STRUCTURAL CALCULATIONS PROJECT- HOROWITZ TAYLOR KUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS- CONCRETE STRENGTH AT TWENTY EIGHT DAYS. MASONRY: GRADE "N" CONCRETE BLOCK F ' M = MORTAR- TYPES 1800 PSI GROUT- 2000 PSt PSI PSI REINFORCING STEEL: A-615 STRUCTURAL,STEEL' A-36 LUMBER. DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE: WIND FORCE: _ GRADE 40. GRADE 60. #5ANDLESS(U.O.N.) #6 AND LARGER #2 #2 STUD OR BETTER REPORT BY: REPORT NO.: 1- SOIL PRESSURE. DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL&CLG. MISC. TOTAL » -Z2.0p.f-/ ROOF LIVE LOAD SLOPING FLAT aar FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL * FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 10PSF 16PSF 40 PSF 60 PSF(U.O.N) 100 PSF These calculations are limited only to the Hems included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. 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S i 85» IJ Kfh i Ml "3! ~ 9- « " 3 -O " E §ETr>*^"^cegi$Ji£>.ekg3:,£-sssSft inlji!}:!, •D j i£ 3 ° I s 3:^' S Spi"5^§" E «?. : tt 3 £ fl E (J z ^ ^ o iiii*ij n CO CO CO Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAIl Dsgnr JR Description Date Job #01-200 1 15PM, 20NOV01 Scope RETAINING WALLS iReu 510300User KW-0601355 Ver 5 1 Ic) 1963-99 ENERCALC 22-iTun-1999 Win32 Restrained Retaining Wall Design Page 1 \ec\sacada2 ecw Calculations Description RESTRAINED RETAINING WALL PER DET 13/F1 Criteria Sol! Data Footing Strengths & Dimensions Retained Height = 8 00 ft Wall height above soil = OOP ft Total Wall Height = 800ft Top Support Height = 8 00 ft Slope Behind Wai = 000 1 Height of Soil over Toe = 6 00 KI Soil Density = 11000pcf Wind on Stem = 0 0 psf Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 63 0 Toe Active Pressure = 00 Passive Pressure = 400 0 Water height over heel = 0 0 ft FootingHSoil Frictior = 0 300 Soil height to ignore for passive pressure = 0 00 in f'c = 3,000 psi Fy = Mm £s % = Toe Width Heel Width Total Footing Widtt Footing Thickness = Key Width Key Depth = Key Distance from Toe = Cover @ Top = 3 00 in 60,000 psi 00014 067ft 1 17 1 84 12 00 in 000 in 000 in 000ft Btm = 3 00 in Surcharge Loads Surcharge Over Heel = 0 0 psf >»NOT Used To Resist Sliding & Overturn Surcharge Over Toe = 0 0 psf NOT Used for Sliding & Overturning Uniform Lateral Load Applied to Stem I linn mi i in liin 11 i fin mi in MI mm nimiii HMH HI Adjacent Footing Load Lateral Load Height to Top HefghttoBottorr 0 OS/ft 000ft 000ft Axial Load Applied to Stem Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 0 0 in Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at EJack of Wall 00 Ibs 000ft 000 in 000ft Line Load 00ft Design Summary J Masonry Stem Construction i Total Bearing Load = resultant ecc = Soil Pressure @ Toe = Soil Pressure @ Heel - Allowable = Soil Pressure Less Than ACI Factored @ Toe ACI Factored @ Heel Footing Shear <9 Toe = Footing Shear @ Heel = Allowable = Reaction at Top = Reaction at Bottom = 1,668 Ibs 2 53 in 283 psf OK 1,532 psf OK 2,000 psf Allowable 397 psf 2,145 psf 2 8 psi OK 7 1 psi OK 93 1 psi 6720 Ibs 1,8795 Ibs Thickness = 8 00 in f'm = Wall Weight = 78 0 pcf Fs = Stem is FREE to rotate at top of footing Block Type = Medium Weight Solid Grouted 1,500 psi Short Term Factor = 1 000 24,000 psi Equiv Solid Thick = 7 600 in n Ratio (Es/Em) = 25 778 Use Special Inspection = = = ll I' = Stem OK 800ft # 5 1600m Edge 5 25 in Stem OK 337ft # 5 1600m Edge 5 25 in Stem OK 000ft # 5 1600m Edge 5 25 in Sliding Calcs Slab Resists All Sliding ' Lateral Sliding Force = 1,879 5 Ibs Footing Design Results Factored Pressure = Mu' Upward = Mu' Downward = Mu Design = Actual 1 -Way Shear = Allow 1-Way Shear = leel 2,145 psf Oft-# 321 ft-# 321 ft-# 7 07 psi 93 11 psi © Top Support Design height Rebar Size Rebar Spacing Rebar Placed al Rebar Depth 'd Design Data fb/FB + fa/Fa = 0 000 Moment Actua = 0 0 ft-# Moment Allowable = 2,115 9 ft-# Shear Force @ this height = 0 0 Ibs Shear Actual = 0 00 psi Shear Allowable = 38 73 psi Rebar Lap Required = 25 00 m Rebar embedment into footing Other Acceptable Sizes & Spacings Toe None Spec'd -or- Heel None Spec'd -or- Key No key defined -or- Mmax Between Top & Base @ Base of Wall 0978 2,069 2 fl-# 2,1159ft-# 28 80 in 0000 OOft-# 2,1159ft-# 1,344 0 Ibs 24 00 psi 38 73 psi 600m Notreq'd, Mu < S" Fr Notreq'd, Mu<S* Fr No key defined Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Tftle SACADA It Dsgnr JR Description Job #01-200 Date 1 15PM, 20NOV01 Scope RETAINING WALLS BV 510300 aer KW-0601355 Vei =) 1963-39 ENERCALC 5 1 3 ZZ-Jun-1999 Win32 Restrained Retaining Wall Design Page 2 \ec\sacada2 ecw Calculations Description RESTRAINED RETAINING WALL PER DET 13/F1 SwnmaryofFgrces on Footing • Slab RESISTS sliding, stem is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = IDS Axial Dead Load on Stem = 3000lbs Soil Over Toe = 369lbs Surcharge Ovar Toe = Ibs Stem Weight = 624 Olbs Soil Over Heel = 4403lbs Footing Weight = 266 4 Ibs Total Vertical Force = 1,667 5 Ibs Net Moment User For Soil Pressure Calculations ft 1 00ft 034ft ft 1 00ft 1 59ft 092ft Moment = -351 1 ft-# ft-# 301 Oft-# 123ft-# ft-# 626 1 ft-# 698 7ft-# 244 7ft-# 1 ,882 8ft-# Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAli Dsgnr JR Description Date Job #01-200 1 36PM, 20 NOV 01 Scope RETAINING WALLS Rev 510300 User KW-06013S5 Ver 513 22-Jun-1999 Win32 lo) 19B3-99 ENERCALC Restrained Retaining Wall Design c \ec\sacada2 Page 1 ecw Calculations Description RESTRAINED RETAINING WALL PER DET 14/F1 Criteria j| Soil Data Retained Height = 6 00 ft " f Wall height above soil = 0 00 ft E Total Wall Height = 600ft * Top Support Height = 6 00 ft ' Slope Behind Wai = 0 00 1 F Height of Soil over Toe = 6 00 in e Soil Density = HOOOpcf Wind on Stem = 0 0 pst Surcharge Loads § \llow Soil Bearing = 2,000 0 ps "quivalent Fluid Pressure Method leel Active Pressure = 63 0 oe Active Pressure = 00 'assive Pressure = 400 0 Vater height over heel = 0 0 ft "ooting|]Soil Frictior = 0 300 Joi! height to ignore for passive pressure = 0 00 in Uniform Lateral Load Applied to Stem Surcharge Over Heel = 0 0 psf \_atera\ load - 0 0 #/ft >»NOT Used To Resist Sliding & Overturn ^eight to Top - 0 00 ft ^n-fn98^6^9 ,^ . °°psf Height to Bottorr = 000ftNOT Used for Sliding & Overturning y I Axiat Load Applied to Stem k Axial Dead Load = 300 0 Ibs Axial Live Load = 0 0 Ibs Axial Load Eccentricity = 0 0 in Design Summary f Total Bearing Load = 1 ,367 Ibs resultant ecc = 1 55 in Soil Pressure © Toe = 439 psf OK Soil Pressure @ Heel = 1,201 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACl Factored @ Toe = 615 psf ACI Factored @ Heel = 1,682 psf Footing Shear @ Toe = 2 4 psi OK Footing Shear © Heel = 5 6 psi OK Allowable = 93 1 psi Reaction at Top = 3780 Ibs Reaction at Bottom = 1,1655 Ibs Sliding Calcs Slab Resists All Sliding 'Lateral Sliding Force = 1 ,1 65 5 Ibs Footing Design Results 11 Toe Heel I J Footing Strengths & Dimensions j| f'c = 3,000 psi Fy = Mm As% Toe Width Heef Width 60,000 psi 00014 050ft 1 17 Total Footing Widtr = 1 67 Footing Thickness = 12 00 in Key Wrdth = 0 00 in Key Depth = 0 00 in Key Distance from Toe = 0 00 ft Covet @ Top = 3 00 m @ Btm = 3 00 in I Adjacent Footing Load 1 Adjacent Footing Load = 0 0 Ibs Footing Width = 0 00 ft Eccentricity = 0 00 in Walt to Ftg CL Dist = 0 00 ft Footing Type Line Load Base Above/Below Soil n o .. at Back of Wall = Masonry Stem Construction 1 Thickness = 800m fm = 1,500 psi Short Term Factor = 1000 Wall Weight = 780pcf Fs = 24,000 psi Equiv Solid Thick = 7600m Stem is FREE to rotate at top of footing n Ratio (Es/Em) = 25 778 Block Type = Medium Weight Use Special Inspection Solid Grouted Mmax Between @ Top Support Top & Base @ Base of Wall Design height Rebar Size Rebar Spacing Rebar Placed at = Rebar Depth 'd' fb/FB + fa/Fa Moment Actua = Moment Allowable = Shear Force @ this height = Shear Actual = Shear Allowable = Rebar Lap Required = Rebar embedment into footing Stem OK Stem OK 6 00 ft 2 53 ft ft 5 #5 24 00 in 24 00 in Edge Edge 5 25 in 5 25 m 0 000 0 596 0 0 ft-# 873 0 ft-# 1,465 7 ft-# 1,465 7 ft-# 00 Ibs 000 psi 38 73 psi 25 00 in 25 00 m Stem OK 000ft # 5 24 00 in Edge 5 25 in 0000 OOft-# 1,465 7 ft-# 756 0 Ibs 13 24 psi 38 73 psi 600m Factored Pressure = 615 1 ,682 psf Qther Acceptable SizeS & Spacings Mu' Upward = 168 0 ft-# Toe None Spec'd -or- Not req'd, Mu < S " Fr Mu1 Downward = 64 252 ft-# Hee, None gpec'd -or- Not req'd, Mu < S * Fr Mu Design = 104 252 ft-# Key NO key defined -or- No key defined Actual 1-Way Shear = 2 39 5 56 psi Allow 1 -Way Shear = 93 1 1 93 1 1 psi Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAH Dsgnr JR Description Job #01-200 Date 1 36PM, 20NOV01 Scope RETAINING WALLS Rev 510300 Uaar KW-Q601355 Ver In) 1983-39 ENERCALC 1 3 22-Jun-1999 Win32 Restrained Retaining Wall Design c \ec\sacada2 Page 2 ecw Calculations Description RESTRAINED RETAINING WALL PER DET 14/F1 Summary of Forces on Footing , Slab RESISTS sliding, stem is PINNED at footing | Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = Ibs ft Axial Dead Load on Stem = 3000 Ibs 083ft Soil Over Toe = 27 5lbs 0 25 ft Surcharge Over Toe = Ibs ft Stem Weight = 4680 Ibs 083ft Soil Over Heel = 330 2 IDS 1 42 ft Footing Weight = 241 7lbs 0 83 ft Total Vertical Force = 1,3674lbs Moment = Net Moment User For Soil Pressure Calculations -176 5 ft-# ft-# 250 Oft-# 69ft-# ft-# 390 Oft-# 467 9ft-# 201 5ft-* 1,3162ft-# Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADA II Dsgnr. JR Description Date Job #01-200 210PM, 20NOV01 Scope RETAINING WALLS Rev 510300 I/Bar KW-0601355 V«r|c) 19B3-99 EWERCALC 513 22-Jun-1999 Wj.n.32 Cantilevered Retaining Wall Design c \ec\sacada2 Page 1 ecw Calculations Description 4 ft RET PER DETAIL 17F1 Criteria | Retained Height = 400ft Wall height above soil = 0 50 ft Slope Behind Wall = 000 1 Height of Soil over Toe = 6 00 in Soil Density = 11000pcf Wind on Stem = 0 0 psf Design Summary | Total Beanng Load = 1 ,033 Ibs resultant ecc = x 4 50 in \Soil Pressure @ Toe = 973 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1 ,201 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 5 5 psi OK Footing Shear @ Heel = 7 4 psi OK Allowable = 93 1 psi Wall Stability Ratios Overturning = 2 00 OK Sliding = 1 74 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 437 5 Ibs less 100% Passive Force= - 450 0 Ibs less 100% Friction Force= - 3100 Ibs Added Force Req'd = 0 0 Ibs OK for 1 5 1 Stability = 0 0 Ibs OK Footing Design Results | Toe Heel Factored Pressure = 1 ,201 0 p Mu' Upward = 506 0 ft Mu' Downward = 143 425ft Mu Design = 363 425 ft Actual 1 -Way Shear = 554 7 43 p Allow 1 -Way Shear = 9311 9311p Toe Reinforcing = # 5 @ 18 00 in Heel Reinforcing ~ None Spec'd Key Reinforcing = None Spec'd Soil Data | Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35 0 Toe Active Pressure = 00 Passive Pressure = 400 0 Water height over heel = 0 0 ft Footmg||Soil Fnctior = 0 300 Soil height to ignore for passive pressure = 0 00 in f Stem Construction I Top Stem Fooling Strengths & Dimensions f f'c = 3,000 psi Fy = 60,000 psi Mm As% = 00012 Toe Width = 0 83 ft Heel Width = 1 33 Total hooting Width = 217 Footing Thickness = 12 00 in Key Width = 0 00 in Key Depth = 0 00 in Key Distance from Toe = 0 00 ft Cover @ Top = 3 00 in @ Btm = 3 00 in Design height ft= 000 Wall Material Above "Ht" = Masonry Thickness = 8 00 Rebar Size = #5 Rebar Spacing = 32 00 Rebar Placed at = Edge fb/FB + fa/Fa = 0 341 Total Force @ Section lbs= 280 0 Moment Actual ft-# = 373 3 Moment Allowable = 1,0942 Shear Actual psi= 60 Shear Allowable psi = 25 8 Bar Develop ABOVE Ht in = 30 00 Bar Lap/Hook BELOW Ht in* 600 Wall Weight = 55 0 Rebar Depth 'd1 in= 525 f'm psi= 1,500 Fs psi = 24,000 Solid Grouting = No Special Inspection = No Modular Ratio 'n' = 25 78 Short Term Factor = 1 330 sf Equiv Solid Thick m= 490 -# Masonry Block Type = Medium Weight # f'c psi = si FV PSI = SI other Acceptable Sizes & Spocings Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Rev 5103DO UBSC KW-0601355 Ver 5 1 3 32-Jun-1999, Win32 Gel lit I IpVPrPfJ(=1 1933-99 ENERCALC WMHHIIN* IT Wl ww Description 4 ft RET PER DETAIL 17F1 Summary of Overturning & Resisting Forces & Title SACADA 11 Job # 01-200 Dsgnr JR Date 210PM, 20 NOV 01 Description Scope RETAINING WALLS Retaining Wall Design Moments OVERTURNING Force Distance Moment Hem IDs ft ft-# Heel Active Pressure = 437 5 1 67 729 Toe Active Pressure = 0 50 Surcharge Over Toe = Adjacent Footing Load = s Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 437 5 O T M = 72S Resisting/Overturning Ratio = 2 00 Vertical Loads used for Soil Pressure = 1 ,033 3 Ibs Vertical component of active pressure used for soil pressure 2 Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) 2 Earth @ Stem Transitions _ Footing Weigh! Key Weight Vert Component Total = Page 2 1 c \ec\sacada2 ecw Calculations | RESISTINGForce Distance Moment Ibs ft ft-# I 293 2 1 83 537 4 000 45 8 0 42 191 2475 1 17 2887 3249 108 3519 1219 217 2641 1,0333 Ibs RM= 1,461 1 Horowitz; Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-43B3 Title SACADAH Dsgnr JR Description Date Job #01-200 1 15PM, 20NOV01 Scope RETAINING WALLS Rav 510300 User KH-0601355 Vet (cl 19B3-99 ENERCALC 513 22-Jun-1999 Win32 Restrained Retaining Wall Design Page 1 \ec\sacada2 ecw Calculations Description RESTRAINED RETAINING WALL PER DET 20/F1 Criteria Retained Height = Wall height above soil = Total Wall Height Top Support Height = Slope Behind Wai - Height of Soil over Toe = Soil Density = Wind on Stem = i Surcharge Loads _J 400ft 000ft 400ft 400ft 000 1 6 00 in HOOOpcf 00 psf 1 Surcharge Over Heel = 0 0 psf >»NOT Used To Resist Sliding & Overturn Surcharge Over Toe = 0 0 psf NOT Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Design Summary Total Bearing Load resultant ecc = j| 300 0 Ibs OOlbs 00 in 1 Soil Data i Allow Soil Bearing = 2,000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 63 0 Toe Active Pressure = 00 Passive Pressure = 400 0 Water height over heel = 0 0 ft FootJng||Soil Fnctior = 0 300 Soil height to ignore for passive pressure = 0 00 in ] Uniform Lateral Load Applied to Stem I Lateral Load Height to Top Height to Bottorr 0 0 #/ft 000ft 000ft Footing Strengths & Dimensions | fc = 3,000 psi Fy = Mm As% = Toe Width Heel Width 60,000 psi 00014 033ft 1 00 Total Footing Widtr = 1 33 Footing Thickness = 12 00 in Key Width = 0 00 in Key Depth = 0 00 in Key Distance from Toe = 0 00 ft Covei @ Top = 3 00 in @ Btm = 3 00 in Adjacent Footing Load | Adjacent Footing Load = 0 0 Ibs Footing Width = 0 00 ft Eccentricity = 0 00 in Wall to Ftg CL Dist = 0 00 ft Footing Type Line Load Base Above/Below Soil n n ft at Back of Wall ~ u u n i Masonry Stem Construction 1 970 Ibs 078 in Thickness = Wall Weight = 8 00 in fm = 78 0 pcf Fs = 1 ,500 psi Short Term Factor 24,000 psi Equiv Solid Thick 1 000 7 600 in Total Bearing Load resultant ecc Soil Pressure @ Toe Soil Pressure @ Heel Allowable 970 Ibs 0 7S in 515 psf OK 943 psf OK 2,000 psf Thickness = 8 00 in f m = 1 ,500 psi Short Term Factor = 1 000 Wall Weight = 78 0 pcf Fs = 24,000 psi Equiv Solid Thick = 7 600 in Stem is FREE to rotate at top of footing n Ratio (Es/Em) - 25778 Block Type = Medium Weight Solid Grouted Soil Pressure Less Than Allowable @ ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Reaction at Top Reaction at Bottom 722 psf 1 ,320 psf t 6 psi OK 2 7 psi OK 93 1 psi 1680 Ibs 6195 Ibs Sliding Calcs Slab Resists All Sliding i Lateral Sliding Force = 619 5 Ibs Footing Design Results |™" "muni"'™ Factored Pressure = Mu' Upward = Mu' Downward = Mu Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe leel 722 1 ,320 psf 98 0 ft-4 35 103ft-# 63 103ft-# 1 65 2 70 psi 9311 9311 psi Design height Rebar Size = Rebav Spacing = Rebar Placed at = Rebar Depth 'd' n i r\ *Design uata fb/FB + fa/Fa Moment Actua Moment Allowable = Shear Force @ this height = Shear Actual Shear Allowable Rebar Lap Required = Rebar embedment into footing No Special Inspection Top Support Stem OK 400ft # 5 24 00 in Edge 5 25 in 0000 00 ft-# 9164ft-# OOlbs 0 00 psi 19 36 psi 25 00 in - Mmax Between Top & Base Stem OK 1 69ft # 5 24 00 in Edge 525tn 0282 258 7 ft-# 9164ft-# 25 00 in @ Base of Wall Stem OK 000ft # 5 24 00 in Edge 5 25 in 0000 OOft-# 9164ft-# 336 0 Ibs 5 88 psi 1936psi 6 00 in Other Acceptable Sizes & Spacings Toe None Spec'd Heel None Spec'd Key No key defined -or- Not req'd, -or- Not req'd, Mu < S * Fr Mu < S * Fr -or- No key defined Horowitz Taylor Kushkaki Structural Engineers 3914 Murphy Canyon Road, Suite A100 San Diego, CA 92123 (858) 560-4383 Title SACADAII Dsgnr JR Description Job #01-200 Date 1 15PM, 20NOV01 Description Scope RETAINING WALLS Rav Use Id 510300 t KW-06 1983-99 ENERCALC 999 win32 Hes trained Retaining Wall Design c \ec\sacada2 Page 2 1 ecw Calculations | RESTRAINED RETAINING WALL PER DET 20/F1 Summary of Forces on Footing : Slab RESISTS sliding, Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = ibs ft Axial Dead Load on Stem = 300 Olbs 0 66 ft Soil Over Toe = 182lbs 017ft Surcharge Over Toe = Ibs ft Stem Weight = 312 Olbs 066ft Soil Over Heel = U67lbs 116ft Footing Weight = 1929lbs 067ft Total Vertical Force = 969 7 Ibs Moment = Net Moment User For Soil Pressure Calculations -63 0 ft-# stem is PINNED ft-# 199 OfMf 30ft-# ft-# 207 Oft-# 170 6ft-# 1282ft-# 707 8ft-# at footing | li—I M M G F 4%&&* 1 1 JUN-12-2B33 06 58 FROM SCHUSS CLARK 358-573^950 TO KF STEPHENS HOROWITZTAYIO* KUSHKAKI ISS8) MO 4363 - Fox (S5S| JfiOflB^3914 Murphy ConydA Rood V, i t >r ±1. ^ $*SMA8rM£*<- —- *— -^* X - (2^90 X' ^ LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served The total charges must be paid to the District at the time the application is submitted APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN GO DAYS FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes If the six-month construction period extends into the subsequent fiscal year, a prorated sewer servrce charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes There will be no additional fee or refund if service actually commences on a different date The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District A DISTRICT INSPECTOR MUST BE ON THE SCENE ATTHE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the mam collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the mam line IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE ATTHE TIME OF CONNECTION IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAY BE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN J OWNER'S MAMF K.F. Stevens MAILING ADDRESS 1500 West llth Ave. PHONE NUMBER (760)740-0885 Ste. 24 Escondido, Ca 92029 SERVICE AnnRFfiR 7418 Scada Circle. Carlsbad. Ca 92009 TRACT NAME/NO LOT # CONNECTION FEE $ 7,900.00 ASSESSOR'S PARCEL NO 216-190-4800 PRORATED SEWER SERV FEE $ TOTAL S 7,900.00 TYPE/BUILDING TVi.plex #/UNITS 7 PAID BY D CASH El CHECK* The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated -^-— V/20/03 fm 22794 Date Rec'd by Account No Ref 15BSPERMIT1 THE CITY OF CARLSBAD TO THE LEUCADIA COUNTY WATER DISTRICT District Manager Leucadia County Water District fl** \ 960 La Costa Avenue Carlsbad, CA 92009-6810 Re; Approval of Private Sewer Facilities atAPN# 216-190-48 Lot 154 of La Costa South Unit No. 1 on Sacada Circle in the City of Carlsbad Leucadm County Water District To The District Manager of Leucadia County Water District The City of Carlsbad acknowledges that private sewer facilities (pumping stations, pressure and gravity laterals) may be owned and maintained by private homeowners and homeowner associations It is also our understanding that these private sewer facilities must meet the Leucadia County Water District Standard Specifications for both design and construction While Leucadia County Water District may give approval for both pumping stations, pressure and gravity pipelines, the City of Carlsbad requires that the pumping station meet the requirements of the Uniform Building Code and the Uniform Plumbing Code Plan checking and inspection by the City of Carlsbad shall ensure compliance with the above referenced junsdictional plumbing and building codes The City of Carlsbad has reviewed the plans and design data for the proposed private sewer facilities and has found the proposed sewer facilities design conforms to the junsdictional plumbing and building "codes This letter serves to notify Leucadia County Water District of the approval granted by the City of Carlsbad for the proposed^phvate sewer facilities and pump stations mjT By ^^^L^-^1^^~—-1 '^^^^a *W Principal Building Inspector, cmy ot Uarlsbad Date " . pj 2 NOV-14-2QQ2 THU 11:25 AM CITY OF CARSLBAD FA>: NO. 760 602 8558 V 04 City of Carlsbad B u i I d in.gj; Departrnent CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the Ctty prior to issuing a building permit Tne City will not Issue any building permit without a completed school fee form. Project Name. Building Permit Plan Check Number; Project Address AP N.: Project Applicant (Owner Name(s); Project Description: 37 /fe 6o.cc.6fv BUILDING TYPE- Residential: Second Dwelling Unit: Number of New Dwelling Units Square Feet of Living Area in New Dwellingj^y * ^ /-^ Square Feet of Living Area in SOU Residential Additions Net Square Feet New Arsa. Commercial/Industrial* City Cartification of * applicant's information: Square Feet Floor Area SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carisbad Unrfied School District 801 PlneAve Carlsbad CA Union School District 101 South Rancho Santa Fe Rd Endnltas, CA 92024 San Marcos Unified School District 2l5MataWay San Marcos, CA 92069 (280-2649) San Dtegurto Union Hlgn School District 710EncirutasBlvd Encinitas, CA 92024 (7S3-6491) Tha person executing ihls 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 wiH file an amended certification of payment and pay the additional fee if Owner requests an Increase in the number of dweiPng units or squara footage after the building permit is issued or if the initial determination of units or square footage is found to be Incorrect and that (2) the Owner te the owner/ developer of the above describe projects), or that the person executing this declaration Is authorized to sign on behalf at the Owner. f I ~~X. I ^^"Date O SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) 1635 Faraday Avenue - Carlsbad. CA 92008-7314 - (790) 602-2700 * FAX (76O> 002-S56O 1U26 AM CITY OF CARSLSAD FAX NO. f60 bU2 8658 p. b3 . 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 Cfty may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL » TITLE NAME OP SCHOOL DISTRICT OATH PHONE NUMBER ENCINITAS UNION SCHOOL DISTRICT IOI SOUTH RANCHO SANK ft RD ENCINITAS. CALIF 92024 4308 !HU U.tfj rill 0111 ur City of Carlsbad*""" '"—>—i '^^r^~ ™'" ' " '' ' L~MMW^flHVWl^VM^B9BHH0'MMBHi^HBHi^^MHM^^^^H^HK^^^^MBuilding Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR QTHERMITIGAT1ON - 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 bunding permit without A completed school fee form, Project Name; Building Permit Plan Check Number: Project Address; A.P.N.: Project Applicant (Owner Name(s): Project Description, BUILDING TYPE- Residential:Number of New Dwelling Units Second Dwelling Unit Square Feet of Living Area in New Dwellingy^.i,,(p ^ . Square Feet of Living Area in SOU Residential Additions Nat Square Feet New Area Commercial/Industrial City Certification of applicant's Informatton. Square Feet Floor Area SCHOQt DISTRICTS WITHIN THE CITY OF CARLSBAD Cartsbad Unified School District 601 Pine Ave Carlsbad CA 92009 (729-9291) San Marcos Unified School District 2l5MataWay San Marcos. CA 92069 (290-2649) San Diegurfo Union High School District noEncinltasBtvd i,CA 92024 (753-6491) Enclnttas Union School District 101 South Rancho Santa Fe Rd Ericinttas, CA 92024 (944-4300) _ Certification of Applicant/Owners. The penfan executing this daclara¥5rVCXWfi6r*r55RiTiea unoeV penalty of perjury that (1) the Information provided above Is correct ahAiruefo freest of^g Own*^ knQ^jigjy-ftmi that the Owner will flla an amended certification of payment and pay the additional fee if Owner requests an Increase in the number of dwelling units or square footage after the building permit Is issued or if the initial determination of units or square footage is found to be Incorrect, and that (2) the Owner te the owner/ developer of the above described projects), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school dlstrict(e)) 1635 Faraday Avenue - Carlsbad. CA 92008-7314 * <76O) 602-27OQ • FAX (760) 602-6560 THU 11:25 AN CITV OF CARSLBAD FAX NO. 760 602 8558 . UJ ******* ****************** ***»»**»»****:*«•********* ***************** ******••**»* THIS FORM INDICATES 1>WTtr7eieHOf3lixDISTRICT 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 Distnct. The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER trie Asst. Superintendent, Business SW DffiGUITO imm HIGH i mph° §r-s£s ^; b o o I kI. .S \J ^ b -k bS> G a ***$ \L ^> t ** « -5 •a ^ T^ §2 1:1 •J xl *x ,^ f 'Si ^ ' ^ ^ ^ '^ ^^ s ^ ^o ^| : V, ,f ) S OS1 ( "^ ^ '^J ^ d S ^ .S-i ^-fi \ v -t j M § ^ ^M ^ o A^I^^^I^• ^ -$ ^^ ^>,^ | ? -v S| ^^ ! ^ - M ^\ cJ > o, 13 t "^ o W ^ c-. ^ ^'• ^4t,IJ ^^l^is^i ^ H? « ii ai%ii (3 \ U'l , Cr fv , ^A "^ V ^ £ < ' ^ ' A^ ^ ^ X? C^'H n, 1 > ^1 H < -^ ^1 ^^^ 1^ ^ "—. ^t 21! ( ' ' i> ./ 1 .i :i4ii!! f *' ,Mi« i i' '*- 1 . F ,• '1,1*, '•&-$ & n ' t"'*Nj t* ' •ij" f T ^iH| " H.k-.'~.jV,.;*liS,iL>: ' ii *1w 3 ^>% • \W ' !ii( » i . , 'ft r ; m\ i 14? ! - - ! . P '*![ . t ft ' '' |. 1 ! V *|11 i .Ml!< ' ! ; i i| ! i • - i '^ffl1 r 1 td'AjilBa! t £ u--i•^s- £ ^ t V f ^ tfti ^5 rf]d II' » 06-12-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 , Plan Check Revision Permit No PCR03154 Building Inspection Request Line (760) 602-2725 Job Address 2418 SACAOA CR CBAD Permit Type PCR Parcel No _ Lot # 0 Valuation ' $0 00 Construction Type NEW Referenced CB 01-3783 Project Title SACADIA II FOUNDATION DETAIL Applicant Owner STEPHENS K - - Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 08/01/2003 MDP 08/12/2003 08/12/2003 760 740 0885 Plan Check Revision Fee Additional Fees ' $6000 $000' Total Fees $6000 Total Payments To Date $0 00 Balance Due $6000 v o 1730 08/12/03 '0002 01 02 / CGP 60. Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred lo as "fees/exactions" You have 90 days from the dale this permil was issued to protest imposition of these fees/exactions If you protest the/n, 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 havejxeviouslv been given a_NOTICE similar to this, or as to which ihe statute of limitations has Dfeviouslv_otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 3. y-/ 3F FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date *l' /ttN Address (include Bldg/Suite it)Business Name (at this address) Logal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use Name Address City State/Zip Telephone ft Fax tf pi';ri^M™*pn''™T?^pffl'' r***l ^•^T^'"f~0"^'T^^^^^"TjViJ^j*^*g "** fin ^**3flw^yy^^^ yr*^-^**^r*s^F^*twiw*^;y^ 'jTn^"f.tji'T*J»-a- •**^^arg^y1^gifT^^!?~'T!fHgiV:g^Tf''t." jma*< A*s*"tiMHCtw^El^^titofcC^fflg^^ Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law IChapter 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 [S500]} Name Stats License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License tt Address City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is>issued Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date ; (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale} Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed Pursuant to the Contractor's License Law) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES [JNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following pe/son (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) ._ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) , . PROPERTY OWNER SIGNATURE DATE f/TO/V-/Hfc«^™aBU^ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT IsmCpWTRUCTMLlNDI^^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes t ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITfES, 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 Coda shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wilhm 180 days frop>ttT&'dale of such permit or if the building or work authorized by such permit is suspended or abandoned at any tirr ter the work is commencecyowpperiod of 18JJ*Jays (Section 106 4 4 Uniform Building Code) APPLICA -> SIGNATURE s&S^ —/^ "^ ' DATE WHITE File YELLOW Applicant PINK Finance Iff / ;<•• * EsGil Corporation * In Partnership -untfi. government for 'BuiCcfing Safety DATE August 8, 2003 Q APPLICANT ~ JURISDICTION Carlsbad Q FILE PLAN CHECK NO O1-3783 REV (PCR03-154) SET I PROJECT ADDRESS 2418 Sacada Cr. PROJECT NAME Sacada II Foundation Revision X] 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 Esgi! Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosures Previously-approved Esgil Corporation plans D GA D MB D EJ Q PC 8/4/03 tmsmtldot 9120 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-3783 REV (PCR03-154) August 8, 2003 - VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO • O1-3783 REV (PCR03-154) PREPARED BY Kurt Culver DATE August 8, 2003 BUILDING ADDRESS 2418 Sacada Cr. BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) * Plan Check Fee by Ordinance S6000 Type of Review LJ Repetitive FeeRepeats D Complete Review D Other r-n Hourly 0.5 Structural Only Hour Esgil Plan Review Fee S48.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc