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HomeMy WebLinkAbout2229 CORTE ANANAS; ; CB032201; Permit02-18-2004 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant JOHN BERRY 5751 PALMER WY 92009 438-2963 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB032201 Building Inspection Request Line (760) 602-2725 2229 CORTE ANANAS CBAD RESDNTL Sub Type 2552614100 Lot# $57 165 00 Construction Type Reference # 0 Structure Type 0 Bathrooms PRZESMICKI RES 555SF 2ND STORY ADDITION 2BDRMS AND BATH RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check* PENDING 08/08/2003 SB Owner PRZESMICKI STEVEN M&LAURA L 2229 CORTE ANANAS CARLSBAD CA 92009 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 $384 86 Meter Size $0 00 Add'l Reel Water Con Fee $25016 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $5 72 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $5500 $1025 $3500 $000 $000 $000 $000 $000 $000 $740 99 Total Fees $740 99 Total Payments To Date $250 16 Balance Due $490 83 L:"-" PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave, Carlsbad CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By * Business Name (at this address). Description of Work f<£+10 Us &C, Ulf^f-\ SOFT pp &&OM £ A^/^«*7V^/0 ^/r 2^jA Up( S"7«0ifc.-» £>\)&J£_ r^^ L^i/i/^/^/S^J/^AJM " " 2. CONTACTJilRSONJif different from applicant) # of Stones # of Bedrooms # of Bathrooms Name Address City State/Zip D Telephone # . . xy'for Owner .lififi- Fax# Name Address ST6-Clty State/Zip Velephone # Name Address City State/Zip Telephone* (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License #. Address License Class City State/Zip City Business License # _ Telephone # Designer Name State License # Address City State/Zip Telephone # Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations 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 D I have and will maintain worker's 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) D 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 are provided for in Section 3706 of the Labor Code interest and attorney s fees SIGNATURE DATE ,7-. OWNER BUILDEROEClARATION " "^ IIP? «-?-•• •-•- ^m . ^^.. • = I hereby affirm that I am exempt from the Contractor s License Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractors 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) D 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) D lam exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement D YES D NO 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 / /ontractors 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 WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration for or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 D YES O 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 TCONSTRUCTON8 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(7) Civil Code) LENDER S NAME LENDERS ADDRESS :s:; JE: JE: 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 JUDGEMENTS COSTS AND OSHA An OSHA permit is required for excavations of 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 authonzed by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 18(T3E)ys (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance 06/10/2004 JOHN BERRY 5751 PALMER WY92009 Re Application Date 08/08/2003 0 00 00 Plan Check* CB032201 Address 2229 CORTE ANANAS Expiration Date 08/07/2004 0 00 00 Permit Type RESDNTL Description PRZESMICKI RES 555SF 2ND STORY ADDITION 2BDRMS AND BATH You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee " In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2702 Robin Nuschy ,_-, Building Department A A (| EsGil Corporation In <PartnersHip -with government for Quitting Safety DATE September 23, 2003 ^ a ABP-UCANT 1 OUURlsP JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 03-2201 SET II PROJECT ADDRESS 2229 Corte Ananas PROJECT NAME Przesmicki Residence addition and remodel 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 in the attached list are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to [Xj 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 Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 9/16 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 -t I' Carlsbad 03-2201 September 23, 2003 • Provide a letter from the soils engineer confirming that the foundation plan, and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (required by the soil report- page 7) • Applicant shall provide a "Special Inspection Program" to the Building Official • Provide an ICBO # or equal for the roof under the Tile at the roof area with 212 slope EsGil Corporation In Partnership with government for Quitting Safety DATE August 21, 2003 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-2201 SET I PROJECT ADDRESS 2229 Corte Ananas PROJECT NAME Przesmicki Residence Addition and Remodel 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 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 The applicant's copy of the check list has been sent to John Beery 5751 Palmer Way, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed [XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted John Beery C^/H) Telephone # 760-438-2463290-3 Date contacted ^2-//O3(by {?u ) Fax # 3^Me Mail -T^fephone -^ Pax/' In Person REMARKS By Bill Elizarraras Enclosures Esgil Corporation D GA D MB D EJ D PC 8/11/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 4 (858)560-1468 ^ Fax (858) 560-1576 Carlsbad O3-22O1 August 21, 2OO3 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 03-2201 JURISDICTION Carlsbad PROJECT ADDRESS 2229 Corte Ananas FLOOR AREA 555 sq ft Dwelling Add'n STORIES 2 HEIGHT 28' REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED August 21, 2003 DATE PLANS RECEIVED BY ESGIL CORPORATION 8/11/03 PLAN REVIEWER Bill Ehzarraras FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad O3-2201 August 21, 2003 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit two sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments 2 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 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 EPOXY ANCHORS 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 Show locations of smoke detectors @ existing a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered Section 310 9 1 2 6 Sleeping rooms shall have a window or exterior door for emergency escape Sill height shall not exceed 44" above the floor Windows must have an openable area of at least 5 7 square feet with the minimum openable width 20" and the minimum openable height 24" The emergency door or window shall be Carlsbad O3-2201 August 21, 2O03 openable from the inside to provide a full, clear opening without the use of separate tools Section 310 4 Show window type @ Bedroom #5 7 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal 8 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (required by the soil report) 9 Show size, embedment and location of hold down anchors on foundation plan Section 106 3 3 of HD10A @ Bedroom #4 10 Per UBC Section 2321 4, provide the following note on the plans if trusses are used "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord a) Identity of the company manufacturing the truss b) The design load c) The spacing of the trusses " 11 Show on the plans all structural requirements developed in the structural calculations Section 106 3 3 «*> Show the foundation depth of the W8X60 column 12 Truss layouts must be stamped and signed by Engineer of design 13 Clarify the upper Hardy Frame Panel installations to lower floor These are not perMfg recommendations 14 Provide a positive connection between new addition and existing Dwelling @ footings and top plates 15 Specify on the plans the following information for the fireplace(s), per Section 10633 a) Note on the plans that approved spark arresters shall be installed on all chimneys UBC, Section 3102 3 8 16 All bedroom branch circuits now require arc fault protection Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected " NEC Art 210-12(b) Carlsbad O3-2201 August 21, 2003 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bill Ehzarraras at Esgil Corporation Thank you City of Carlsbad Building D epartment NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No C.6D3ZZO I Job Address or Legal Description Owner S^-Vg^ IV 2. &nA nos Cxr\sWiCL& \c V i Address C->r4» You are hereby notified that m addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior t o t he i ssuance o f the b uildmg p ermit S pecial Inspectors h aving a c urrent c ertification from t he C ity o f S an D lego, Los Angeles, o r ICBO a re a pproved a s S pecial Inspector a re i n addition to the inspections normally required by the County Building Code The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) i \word\forms\building\notice of requirement for special inspection doc 1635 Faraday Avenue • Carlsbad CA 920O8-7314 « (760) 602-2700 • FAX (760) 6O2-8560 Building Counter - (760) 602-2719 » FAX (760) 6O2-8558 Carlsbad O3-22O1 August 21, 2003 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 03-2201 Job Address or Legal Description 2229 Corte Ananas Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are m addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER (!-Bo5^^£?) OWNER'S NAME I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by the Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the architect/engineer of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above A Architect's/Engineer's Seal and Signature required Signed D D D 2 A B List of work requiring special inspection Soils Compliance Prior to Foundation Inspection D Structural Concrete over 2500 PSI D Prestressed Concrete J2f Structural Masonry D Designer Specified D Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofing Other Name(s) of mdividual(s) or firm(s) responsible for the special inspection listed above 3 Duties of the special inspectors for the work listed above A B C Special Inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 03-2201 August 21, 2O03 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 03-2201 PREPARED BY Bill Elizarraras DATE August 21, 2OO3 BUILDING ADDRESS 2229 Corte Ananas BUILDING OCCUPANCY R3/U1 TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Add'n Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 555 cb Valuation Multiplier Per City Value By Ordinance Reg Mod VALUE ($) 57,165 57,165 $375 86 Plan Check Fee by Ordinance Type of Review LTl Repetitive Fee ^l Repeats Comments Complete Review D Other r-n Hourly Structural Only Hour Esgil Plan Review Fee $244 31 $21048 Sheet 1 of 1 macvalue doc City of Carlsbad P Lite I ie^fWo rks-^ XE n g i n e e r i n g BUILDING PLANCHECK CHECKLIST £ffr4e DATE BUILDING ADDRESS _ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ^9^-. PLANCHECK NO CB ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please seex-thp^attached report of deficiencies marked witn DLAake necessary corrections to plans or specificatto"ns for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date By Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date^^^ ATTACHMENTS D Dedication Application D Dedication Checklist Q Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist Q Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name TANIYA BARROWS City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 602-272O • FAX (76O) 602-8562 F \BUILDING PLANCHECK CKLST FORM doc . Rev 7/14/00 BUILDING PLANCHECK CHECKLIST SITE PLAN - 502- Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D Property Lines I Existing or proposed water service E Easements J Existing or proposed irrigation service 2 Show on site plan A -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 " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards D D 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION F \BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ST D DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No 1"Ke, Ql/i/ilW ~ " " 4b All conditions are in compliance Date 0" D D 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 %" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \BUILDING PLANCHECK CKLST FORM doc * ST 2ND 3RD 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 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 Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code ED ED 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D 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 PermitAA- Grading Inspector sign off by Date C] EH CD 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \BUILOING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,. ST 2ND 3RD D D D 7d No Grading Permit required D D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date D D D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first \*% D E] 11 Q Required fees are attached BiNo 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 F \BUILDINGPLANCHECKCKLST FORM doc c Rev 7/14/00 ,ST •>ND ,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 STA1+00 Install 2" service ando-,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 F BUILDING PUNCHECK CKLST FORM doc Rev 7/14/00 A ST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this ODD 13 Additional Comments F BUILDING PUNCHECK CKLST FORM doc PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Rebeca Vazquez Address Phone (760) 602-4625 Type of Project & Use Zoning P(L General Plan CFD (in/out) #_Date of participation Net Project Density DU/AC . Facilities Management Zone _ Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend £3 Item Complete Q Item Incomplete - Needs your action Environmental Review Required YES NO X TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES\/_N DATE TYPE Pud amendmenf OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval 0* C3 LH 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_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO D Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed7 YES NO. (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 nn 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 Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES_ NO_ Q [~~| HI 2 Project complies YES Zoning D D D 1 Setbacks Front Interior Side Street Side Rear Top of slope Q CH C] 2 >scessory structure setba Fromv Interior Side Street SideN. Rear \. Structure separations t£3CD EH 3 Lot Coverage La D D 4 Height IS D D 5 Parking Spaces (breakdown by Residential Guest Spaces Re< nfrijl Additional CommenW-ffe^ NO Required Required Required Required Required .cks Required Required Required Required Required \. Required Required Required ^r\' ^ r\ 'c^LJ Shown cxLO (& ,Lo ' Shown ^~ Shown /.\ ^' Shown i^T-y Shown Shown Shown Shown Shown Shown /^^— y j Shown ^~- 7^ / «=> O/-N' On ' - ^''c^O Shown 2- / O ^— • Shown -3 uses for commercial and industrial projects required) quired $$K • o Shown sf, ./^'i^OJ i A^or Q-& Cb/~\C\'C&\f&i\ l'€ •/T£/K^ TDiv-i J-. ' ' ftJ^Xf) @Ccdi$ -fo Gnoly far- /-*/£>/-<> nfrf fJnri- /}f°l/^J^/i/h^^ /ydrf/f?<!?r~) £>£^/7ni~£" y9j^- ^Sccc/nnl <y^>fV szd.<5/jy~)(/)^ $}k}$JbLj flLp&LDVTt jp A^— P ULT) O /M jP>y\^J^Hj2yR"T^^r\ -^ \ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER I DATE/V-P'/-^ H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 A M D engineering Consultants CIVIL STftUCTUftfll PLANNING CONSTRUCTION MflNflG€AA€NT ~~ (909)245-2578£00 Central Ave, Suite F Lake Elsmore, CA 92530 Fax (909)245-2453 PROJECT Structural design on PRZESMICKI remodel LOCATION 2229 Corte Ananas, Carlsbad, CA 92009 OWNER Mr & Mrs Przesmicki CLIENT JOHN BEERY ARCHITECT P O BOX 130684 CARLSBAD, CA 92013-0684 DATE 06-23-03 DESIGNED BY CHECKED BY REVISIONS A M Engineering Consultants CIVIL STRUCTURAL PLANNING CONSTRUCTION SHEET DATE 7-17-03 JN 0603-4569 Design Criteria UNIFORM BUILDING CODE, 1997 EDITION AND CALIFORNIA BUILDING CODE, 2001 EDITION TIMBER -DOUGLAS FIR-LARCH 4x OR2x E=1 6x1 06 psi 4x No 1 Fb=1100 psi Fv=95 psi 2x No 2 Fb=875 psi, Fv=95 psi CONCRETE- PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II F'c=2 000 psi (28 DAYS) 6x OR GREATER E=1 6x106 psi No 1 Fb=1350psi, Fv=85 psi STEEL USE Cf SIZE FACTORS GLULAM- DOUGLAS E=1 8x1 06 psi Fb=2400 psi Fv=165 psi FIR-LARCH MASONRY- CONCRETE MASONRY UNIT BRICKS ASTM STD C-90 | Fm=1500 psi STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 PIPE COLUMNS SHALL CONFORM TO ASTM A-35 GRADE B UNLESS NOTED OTHERWISE UNFINISHED BOLTS AND NUTS SHALL CONFORM TO ASTM A-307 Fb=24 ksi Fv=14 5 ksi E=29x106 psi REBAR ASTM STD A-615GRADE40 Fs=20,000psi I C B O #'s WOOD MICROLLAM (ML) PARALLAM (PL) STRUCTURAL PLYW D TJI ANCHORS = ER-4979 LARR-25202 L2 ^^^^ - ER-4979 LARR-25202 ^ — L3 = ER-5681 LARR-24218 ^^"^ = PFC-4354 LARR-25340 Ll= 12 ITW RAMSET/RED HEAD =ER-1372 ADJUSTED D L= DL (---) TRUBOLT WEDGE ANCHOR • ' I ' HILTI NY-150 ADHESIVE ANCHOR =ER-5193 LOADING CONDITIONS MATERIAL SHINGLE L3 DL 3 5 SHEATHING 1 5 JOISTS ICEILING ITOT D L 2 35 12 |TOT ADJUSTED DL 13 ILlVE LOAD 16 (DESIGN LOAD 29 (USED ROOF TILE 4 10 1 5 2 35 17 18 16 34 X BUILT-UP LAr < 4 NJ 6 ^ 1 5 1 3 ; 2 C 13 1 13 / 20 1 33 2 FLOOR MCE W/OCONC W/CONC BALCONY A N/A N/A N/A \ 4 14 14 222 I 25 25 25 ) 35 35 35 r 12 22 22 ' 6 40 40 60 3 52 62 82 X FROn LfiMDfl ENGINEER IMG CONSULTANTS NO 909 245 2453 flug 08 2003 09 47ft1 P2 ttjtNN»t& towmiuaioN 1ST FLOOR SHEET DATE 7 17-03 JN 0603-4569 BEAM @ BEDROOM (6) T 12 ' I h 1300 I h2 2X00 I x, 95 i- v2 285 I Wall !')(9;flow 52 | 12 5 i 1 10° I 2 2'I Hi" d '>:, 12 w Rtx)l i Wall i Moor , !X<_k i Dl w=479 ft* , J M wir R \\L M=8622 #- 12 M "M ; S j = 79 6 m' •>-,=17 n V =2414 2 I2M 22 5 \s I ' i ,;' '-1 ' 240 A I V vl 11 »v2 A j = 18 1 ivT 22 I *, i 1 12 24U 1 , = 2~U 8 in ! T = IX<- 2 in* USE 6x12 B M @L!ViNG ROOM OT^ _ |46, l-b! HOC) 1 b2 280C 'rv| -9a I v2 285 L, 1 6 H>{> i 2 2 i) H/' U V-l t I Will 10( '3) Ikwr "52 w - Rnol- - Wall H 1 looi * IXck , Ol \v - 4trt ft" l. 2 1)1 M CAN1 ; LI sin'FOR i V VMAX (w A , •irbl !2MCAN1 Il<b2 I 5 V nvi [ -, V S = C» .•> in A =• ! 1 7 A , = ' USE 4x13 in [,=4^4 m' FROM L=MDft ENGINEERING CONSULTANTS FAX NO 90S 245 2453 ftug 08 2903 09 47AM P3 A "eowsrmJ«iow MANMMWHT SHEET DATE 7 ' ' i 0603 4569 BM @ LIVINGRQOM 65'bl I KM) 1 b2 2«K> I vl 95 F !()6 1 2 0 Hi" u 'M I J 2S h =4 a 15 M P«b M-4714 #-' 12 M t li R Ph 2M •»b2 S , =4! 1 I V-1886 # A 5 V 1 3 V "M " I!v2 A,=2^8 m 1,1 -412 in USE 4x12 BEAM @ LIVING ROOM L H1 bl vlFb2 2SOO 34; ^ i j'l 'T~i w ROD! i Wall r HIK» : 21) Id" d ')d I \ Ol M 'I wL"1 12M I2M 11 hi i 'N I ! 5 v ! 5 V Sj»!ul2 S - 47 i f-vl A ,=t,2 5 m A, = 18 7 m2 22 T M I 1 12 1 240 22 ^ u ) J "2240 f, - (V74 m1 I , - 246 FROM LflMDfl ENGINEERING COHSULTftNTS FftX NO 90S 245 2453 Rug 8B 2803 09 46A1 PA SHEET DATE JN 7-17 o: 0603 4569 HEADER @ BEDROOM (6) Ibl 110(1 Ib2 2800 1 vl 95 Uool 11 Well U(<>) llooi 52 w Row i Will i 1 locn i Dtxk l Dl w = 70ft #/" 85 1" j Ifi 10 i , 20 Hi1 12 .v,o 1)1 R -• R ., w i *M — M-4960> #-' h 121 S " ' * ' bi ' 2 S,-541 m' I2M frb2 V w I- - d, '2 / V-1982 5 # A, -.l-5-V Atr A -11 vl 1 I v2 in 1 12 240 22 i« I " 210 I !,' I -1I I -= S » 7 in I T = (>7 m"1 USE 4x1! BM @ LIVING ROOM t>l b2 ** u ' vl Ri»! --54 i12 i li Wall I- ' 2 ' T'v2 2S3 L i Ul L0 '' 2 1()d )4 lluoi S2i Wall : Fluai P R a l b =2 w = 84S M - V ., ( V=31W2 # 21 , .(wd> u L PI — -p —— 2 1 u I Pa 12 M 12 M trb2 S j =444 n ' S > = 17 4 in1 El A 15V. M VA , - — A -, A j =501 m* A-,=K>X irT USE 4x1 2(J4 I ft M |> A ___ - _ in Consultants CIVIL STflUCrURAL PLANNING CONSTRUCTION MftNflG«M€NT SHEET DATE 7-17-03 JN 0603-4569 FOUNDATION ANALYSIS ASSUME SOIL BEARING VALUE, a = 1000 psf CONTINUOUS FOOTING UNIFORM LOAD CONCENTRATED LOAD 12"WIDEFTG=1000lb/ft 15"WIDEFTG=1250lb/ft 18"WIDEFTG=1500lb/ft ALLOWABLE LOAD .W 12" WIDE BY 12" BELOW FINISH GRADE L=36"+35"=395"x12" => 4740 in2 _...?.-.- = 1292 Ib 144 - n2 15" WIDE BY 18" BELOW FINISH GRADE x \ \\ X \ \ 4 L=48"+35"=51 1"x15' => 7725m2—?- — = 5365 Ib 144 1^ 18" WIDE BY 24" BELOW FINISH GRADE L=60"+35"=635"x18" => 11430m2 -— = 7937 Ib L»2*D+W ("D" INCLUDES 6' CLEAR ABOVE FINISH GRADE) 12" DEEP 18 SQ PaN =225 ft2 a P all=2250 Ib 24 SQ P a,, = 4 0 ft P all=4000 Ib 144.IH-2 ft2 42" SQ PALL=12250lb 44'SQ PALL=13444lb 48" SQ PALL=16000lb 54 SQ PALL=20250lb 18' DEEP 30 SQ P all =6 25 ft2 a P a,|=6250 Ib 36 SQ Pall =90 ft* a P a,|=9000 Ib 40 SQ all I ftz Pa,,=11110lb 03 SOUTH ELEV ft V l4 l9 ^ + 52 12ft "> i = 816 Plf< 100° Plf 12" WIDE FTG FROM LPMDft ENGINEERING CONSULTANTS F<V NO 909 245 2453 flag 06 2803 89 48RM STftUCTUflfU PSANNIN® CONSTRUCTION SHEET DATE 7-14-03 JN 0603-456D PAD DESIGN !b R 51 4064 !b R 3R 6R 2627 fb R6L= 1981 -Ib 2R 8S4 Ib 1I7X Ib Ib R A 4W R • 6L Ib < 6250 Ib USE 30" SQ PAD < 4000 Ib USE 24- SQ PAD < 6250 Ib USE 30" SQ PAD A M l>A Engineering Consultants kCIVIL STRUaURAL PLANNING CONSTRUCTION MANflG€M€NT SHEET DATE JN 8 7-17-03 0603-4569 LATERAL ANALYSIS STATIC LATERAL FORCE PROCEDURE BASE SHEAR DESIGN PER UBC 97 PERIOD USING METHOD A C . = 0 020 h = 27 5 ft WHERE hn IS THE CENTER OF GRAVITY (AVERAGE HEIGHT) OF DIAPHRAGM (30-8) T = 0 24 SEISMIC ZONE 4 SEISMIC ZONE FACTOR 0 4 TYPE OF SEISMIC SOURCE = B SOIL PROFILE TYPE SD N ., =10tl N v =12 DIST TO SEISMIC SOURCE < 5 km (TABLE 16-S) (TABLE 16-T) (TABLE 16-Q) (TABLE 16-R) (TABLE 16-N) (TABLE 16-K) SEISMIC SOURCE = ROSE CANYON FAULT =044 N C Rw =44 I =10 Z =04 DESIGN BASE SHEAR IS (TABLE 16-1) V = RWT (30-4) V =0727 BUT NEED NOT EXCEED V = 25CaI R.(30-5) V=025 DESIGN BASE SHEAR CANNOT BE LESS THAN V =0 11 C,. Id (30-6) DESIGN BASE SHEAR CANNOT BE LESS THAN (30-7) V=0048 0 8 Z N .. I V = ^ R V=0087 \v I ft M P ft Engineering Consultants k <IVil.STRUCTURE. PLANNING CONSTRUCTION MPlNRG«M€NT SHEET DATE 7-17-03 JN 0603-4569 LATERAL ANALYSIS CONT... THEREFORE, V -025 (30-5) CONTROLS ADJUSTED BASE SHEAR DUE TO RELIABILITY / REDUNDANCY FACTOR r r o A B • 652 5 fT Eh ~- max / in i 993 plf( 13511) !-—) • 13 5' (298pll") (14 it) 'max=238 P =2-.20 1 4 E =0268 (30-3) P = 1 67 > 1 USE p = 1 5 (30-1) (12-9) Consultants CIVIL STRUCTURAL PLANNING CONSTRUCTION MANAGCMCNT SHEET DATE JN 10 7-17-03 0603-4569 WIND EXPOSURE= LATERAL ANALYSIS f^ BASIC WIND SPEED= psf )q= 07 07 Ce= Ce= Ce= Ce= 1 166 1 214 1 166 1 214 Cq= CeCqQsl= CeCqQsl= CeCqQsl= CeCqQsl= 19 10 psf 1989 psf 1028 psf 1070 psf L1 WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= ADJUSTED Base shear= o 268 (SEE CALCS LONGITUDINAL W= 1231 Ws= 0268W = P'f * =54 =504 W= 1206 plf Ws= 0 268 W = 323 plf } = Plf W= 0 plf Ws= 0 268 W = 0 plf TRANSVERSE =252 (' 2 )*126 2 =0 WIND ROOF= WALL=. WALL=' II WALL= •FLOOR= DECK= WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= W= 576 Ws= 0268W = 154 ) £ )*190 =0 ^ \ *+ f £.*)£. * \ ^ \ •WrQO } C 2 )«216 =177 } ( )»0 W= 735 Ws= 0268W = 197 P*f( Ptf( psf ( Ptf( Ptf ( ) ( ) = W= 0 Ws= 0 268 W = 0 P'f plf Pit plf PH pit p'l pit LEVEL SUM W(plf) 330 323 653 H (ft)W*H (Ib) 6268 2909 9177 F(plf) 446 207 653 LEVEL SUM W(plf) 154 197 351 H(ft)W*H (Ib) 2933 1773 4706 F(plf) 219 132 351 M engineering Consultants CIVIL STRUCTURfll PLANNING CONSTRUCTION MftNflG€M€NT SHEET DATE JN 11 7-17-03 0603-4569 LATERAL ANALYSIS WIND EXPOSURE= ' tf *<$ BASIC WIND SPEED= J^%f <^mph Qs=#\ ips^jpsf Ce= ADJUSTED \=i<'?!LM%m$ Cq= s fS 1 66 H= %3j§Ltfj%fc ft CeCqQsl= 1 9 1 0 psf x "^•^•w> «•? ^ f^l^^ 'v/ >H *<4 <^^l^•^ Y3&- ••" ^X^:• |-V ^. * * v:^* * ^ j!> =••&.!A, !-iS.5«S., ^^ Base shear= o 268 (SEE CALCS SHT 9 ) L2 WIND -If ROOF= t WALL= *# $ WALL= 1 LONGITUDINAL I&M ^ ;t|wfl I jHJ^X. ^"SvliJ f C^ \ -s^^ IIWALL= , 12># 4350gfi&| FLOOR= I DECK= 1 &&*% f 'f 1 jsst-i -\ f '*/ \ XK^Kv\ & #lV ~V>f}fT. •ty>*i*f<rs/AfJ E^^86 plf """=837 £"15=126 ^M135 ^C^108 =0 \3$£o "W= 1206 P// Ws= 0 268 W = 323 plf WIND "Mi Wr "si1 rp74 T \ Jt,.< A-XVA- >ROOF= n< ?*/{ «a» >> WALL=', f*M<v */'>p 1 WALL= /1& JP^{ «£ M'^* II WALL= 1;a ^/C- ^^,£^3 FLOOR= 1:£ ja^x >«Ns^ DECK= ^ WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= | LEVEL W( | 1 2 32 1 1 4( I SUM 7; jf &££i 'fs\y s r- TV > V A-Jf X' \ ' VA- ^JW K- v«»»^^ i A Fff353 P//' v i/«.vft =225 £,;>f252y v "v Vi' '^270 b^^216 ' '=528 - T*50 ™W= 1491 Plf Ws=0268W = 400 P//" P.S/( Psf( ) ^/( ) ( psf( ) ( PV/'( ) ( PS'/( ) P-s/( ) ( ) = Plf = ) = ) = ) = = ) = W= 0 plf Ws= 0 268 W = 0 plf plf) H (ft) W*l- ^3 | ' <>;tt^ 61 )0 * '-fy.^ 35 >3 *** Q7 I (Ib) F (plf) 41 456 96 267 37 723 TRANSVERSE WIND P*f( ROOF= ptf ( WALL= psf ( WALL= psf ( IIWALL= psf( FLOOR= psf ( DECK= psf ( WIND pv/( ROOF= prf ( WALL= psf ( WALL= Pv/ ( IIWALL= ps/-( FLOOR= p?/ ( DECK= pv/ ( WIND psf( ROOF= p.?/ ( WALL= psf ( WALL= p5/ ( IIWALL= psf( FLOOR= psf ( DECK= p.s/( LEVEL W (plf) H SUM ) = PU ) )( ) = )( ) = )( ) = ) = V \ _ W= plf Ws= 0 268 W = 0 pH ) = P// )( ) = v \ _ )( ) = X ) = w= pif Ws= 0 268 W - 0 /'// ) = Plf ) \/ \ ._ X ) = )( ) = ) X ) = w= pif Ws= 0 268 W = 0 plf (ft) W*H (Ib) F (plf) M D engineering Consultants kCML STRUCTURE PLANNING CONSTRUCTION MANAGC M€NT SHEET DATE JN 12 7-13-03 0603-4569 • A fcA 2001 CALIFORNIA BUILDING CODE SHEAR PANEL SCHEDULE NO ZL\ ZJL\ ZJL\ /4\ Z§\ /6\ Zz\ /8\ /9\ /10\ /11\ * /Vr* /12\ 6/\fr6 /13\ * /\6£ /14\ rt/Ntf*/15\ MATERIAL (2) [.AVERS BLOCKED V8 DR\ WALL 1/2 DRY WALL VS DR-iWALL 1/2 DR UVM..L s.X DFmVALI. 1 2 DRUVALL BLOCKED >/8 DRYWALL BLOCKED 7/8 STUCCO j.-S CDX PLYWOOD 3/8 CDX PLYWOOD 3/8 CDX PL > WOOD .5/S CDX PLYWOOL") 3/S CDX PL1! \\~OOD 1/2 CDX PLYWOOD 1'2 STRUCT 1 PL \\VOOD NAILING 6d COOLER ra) 9 O 0 EDGES Jt FIELDS AT BASE LAYER, 8d COOLER .5) 7 O C EDGES JL FIF.LD '\T FACE LAYER 5d COOLER (3) 7 O C EDGES & FIELD 6d COOLER i2> 7 00 EDGES i FIELD 5d COOLER (ij) 4 OC EDGES & FIELD fxl CO(.)LER :S) 4 0 C EDGES & FIELD 6d COOLER (2) 4 OC liDGES JL FIELD 6d COOLER (.31 4 0 C EDGES JL FIELD PAI'I-R BACKED WIRE LATH W/11GA1 1/2 LONG 7. 1 6 HE:AD GALVANIZED & BE FURRED A MIN OF 1/4 iif'6 OC T&BPI.ATF.b EDGES & FIF.LD 8d COMMON (51 1> 0 C EDGE i. 12 FIELD OR 1( id BOX OR 12d SINKER 8d COMMON (34 O C EDGE & 12 FIELD OR 10dBOXOR12dSINKKR Sd COMMON :2> 3 O C EDGE JL 12 FIELD OR 10d BOX OR I2d SINKF.R 8d CO.V1MON 'if- 3 0 C EDGE i 12 FIELD OR lOdBOXOR 12d SINKER 8d COMMON iff 2 OC EDGE JL 1 2 FIELD OR lOdBOXOR 12d SINKER Rid COMMON ;a> 2 O C EDGE & 1 2 FIELD OR led BOX OR 13 GA STAPLES lOd COMMON' (ffi 2 0 C EDGE &. 12 FIELD OR 16d BOX OR 1 1 GA STAPLES V (Ib/ft) S/W 30 ^/" //250 30 /^ ./1 00 10 /^ /^\\5 30 /^ /^\25 30 /^ ^^\45 ^0 /^ ^/ISO 30 /^ /'w* 90 /^ ^X^ISO 220 120 150 410 5^0 770 870 SOLE NAILING 16d@_OC 12" 16' 16" 16" 16' 16" 16' 10' 6" 4 4' 3/8 I.AGSCRFWS 6 LONG <» 16 Of fl'RFDRULi .V8 LAG SCRi;\VS o LONG roll 2 OC I'PRF DRILL I 3/S I \G SCRi:.\\ S 6 I.ONG.iViy O' fPREDRILL) 3/8 LAG SCREWS 6 I ONG.ff'S (JC fPREDRII 1 ) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x OR WIDER AND NAILS SHALL BE STAGGERED SILL PLATE SHALL BE 3x NOTES A USE CDX CC OR 3RD W/ EXT GLUE IN LIEU OF STRUCTURAL PLYWOOD THESE VALUES ARE FOR DOUG FIR ONLY OTHER LUMBER SPECIES MAY REQUIRE CHANGE (USE OF OSB OR SIMILAR PRODUCTS INSTALLED PER ICBO APPROVAL IS ADEQUATE ) B PROVIDE 2x_ BLOCKING AT HORIZONTAL PLYWOOD PANEL JOINTS C WHERE PLYWOOD IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN AN 6 OC PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x_ OR WIDER (OR 2 2xJ AND NAILS STAGGERED ON EA SIDE D WHERE NAILS ARE SPACED AT 2 OC THEY SHALL BE STAGGERED AND 3x_ OR WIDER (OR 2 2x_) FRAMING MEMBERS SHALL BE USED AT ADJOINING PANEL EDGES ft !iP Engineering Consultants ML STRUCTURAL PLANNING CONSTRUCTION MflNflO€M6NT SHEET DATE JN 7-17-03 0603 4569 2ND FLOOR WALL ('a' BEDROOM (4 & 5)L - 13 It L = 13 11 S]oad=(446plf):M3ft 2 * 1 load Sload=28991b DL = i 18 psf (— -t- 1 ft'j -H 14 pst (9 ft)14 lt\ IT/ u s = 223 pll" UPLI1T -(us9 It) - DL( 85) UPLIFT = 1670 Ib USE ST6224 USE W/ A35 SPACINC. = 48 in (.) C WALL .'fl' BEDROOM (4 £5) Sload -(446plfl(—U(456plOi —! \ 2 I '•• 2 l L =145 1U- 125 It L = 27 fl = 1270311, load L ..... - 0^=470 pll UPLIFT =fu9ft) - DL( 85) UPLIFT =3182 Ib DL =| 18 psf |— + 1 it) +- 14psl (911)! f-'—-; '< 2 I ! i 2 •• USE ST6224 OR MST 48 USE /13\ W/ A35 SPACING = 16m OC i n M i) a engineering Consultants CML STRUaURAL PLANNING CONSTRUCTION MANflGCMCNT SHEET DATE 7-17-03 JN 0603-4569 WALL (H> WEST I.'LEV (BEDROOMS)L = 2 ft i- 2 l\ I, =4 ft loml ,(Sload=63951b = 1599 plf UPLIFT --- jus9n)-DL( 85) UPLIFT = 14199 Ib DL =j ISpsf j--^+ 1 ftj- 14psf(9ft)j l^"| USE HARDYFRAME USE / \ W/ Ai5 SPACING =8 in OC ft M ft Consultants CIVIL STRUCTURAL PLANNING CONSTRUCTION MANAGCMINT SHEET DATE JN SI I COI /dRADI BM '<•/ BI DROOM4 4&l<r DATA \\ .. 44 COLUMN DESIGN I _\s<-()()()25 II T = 917 in4 < l)S4 in4 in II s iool II IT , l> II"2 '- ,. ! ' s llooi " 1 I 8 x 60 R ? ">'^ \\ H IS in (I 21 in n l(>^i) n 1 (lulling \\ullh) (i_ll(.Lti\L depth) Ml I ' • 1 1 i soil he iiini! c ip H,UM 1 1 -, I 'Mi iuinibi.1 ol u>lunin-< O 2 I in Ha. Hi ISA zomswrnm wwemmw Title Dsgnr EK Description Scope Rtv 560000 User K\A C601840 Ver 5 6 0 2 Sea 2002 (c,1°83 .700" I NE RC Al C I nginppnrg Software Pole Embedment in Soil Description W-STEEL B M with Point & Uniform Loads Job # 0603 4569 Date 232PM 28 JUL 03 Page 1 c\iarrdaMciirrertl/,wcrKnD501 I5l<rt I1*1) few General Information Allow .Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint mmbww&tfxi^ittiamimmmm 15000 pcf 1 000 00 psf 1 330 60 000 in Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom ^^^^^^^^^^^| 919800 Ibs 19000 ft 31000 #/ft 10000 ft 9 000 ft Summary Moments @ Surface Point load Distributed load Without Surface Restraint Required Depth Press @ 1/3 Embed Actual Allowable 17476200 ft-# 294500 11462 ft 76475 psf 76219 psf Total Moment Total Lateral 17770700 ft-# 9 508 00 Ibs HMD ft engineering Consultants STRUCTURAL PLANNING CONSTRUCTION MANAG€M€NT SHEET DATE 1- \ 7-03 JN 060"? - 4569 WALL, @ FRONT ELEV (BEDROOM4)I, =44 It-3 9 ft L=83 tt Sload =(219 plf) 13ft li 22 S,oad=28471b load DL =18psf 6ft + 1 ft -t- 14ps.f(9ft)/39 tt\ u s = 343 -plf UPLIFT =(us9ft)-DL( 85) UPLIFT = 2759 Ib USE ST6224 1ST FLOOR WALL, (a) RIGHT ELEV (BEDROOM (6) USE /p\ W/ A35 SPACING =24 m OC — U (528 plf)sload =(653 P10 _ ^load 8 L uo = 1098 plf UPLIFT =(us9ft)-DL( 85) UPLIFT = 9279 Ib 43ft\ L -I45tt L=145 ft = 159231b DL =133ftUlOp,l(9ft)|/1451t> 2 ' USE I-ID10A W/ SIMI'SON EPOXY SYSTEM USE W/ A35_SPACING = 8 in 0 C 5/8" AB SPACING =8 in OC •_ * I ft M D ft Engineering Consultants CIVIL STRUCTURAL PLANNING CONSTRUCTION MANAGCMCNT SHEET IT DATE 7-17-03 JN 0603-4569 WALL (a). LEFT ELEV (BEDROOM6) Sload ^(653 plf) 14ft Oo = - ' load us=327 pit UPLIFT =(us9ft)-DL( 85) UPLIFT =2141 Ib L =1411 L=14 ft Sload=4571 lb DL =12 psf --^-^ U- 14 psf (9 ft)14 tt\ USE I-ID2A W/( 1) #4 BAR T&B USE W/ A35_SPACING = 16 in OC 5/8" A13 SPACING = 24 in O C M D engineering Consultants CIVIL STftUaURAl~l>lANNING CONSTRUCTION MftNAGCMCNT SHEET DATE JN 7-13-01 0603-4569 STL COL (fl) REAR ELEV 8 DATA I77plf 15511 ,/292ft\l4-35 ttU219plf I—— 2 / \ 2 44 \ R w-1 1\ [^=5189 Ib COLUMN DESIGN A m<- 00025 H PfH 12-* 1=27825 in < 279 in4 E A m (SEE CALCS ON THE NEXT SHEET FOR EMBED ) USE 12" DIA STANDARD STL PIPE n =2 COLS RW=22 E =29 106psi H =9 ft H mmwm - somtmrnmt Title Dsgnr EK Description Scope P*u (c tv 560000 User KWC6C1840 Ver 5 6 0 2 Sen 2G02 (c,1983 ^002 ENtROALC I ngineenrg Software Pole Embedment m Soil Description Circilar pole with Point & Uniform Loads Job # 0603 4569 Date 232PM 2SJUL03 c \iarrda\1currertl/work1\0<3fH l^o Page 1 | General Information \ Allow Passive Max Passive Load duration factor Pole is Rectangular Width C No Surface Restraint Summary 1 ^^mmnm1^^^^^^9^^^ Moments @ Surface Point load Distributed load 15000 pcf 1 000 00 psf 1 330 48 000 in 46 701 00 ft-# 000 Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 518900 Ibs 9 000 ft 0 00 #/ft 0 000 ft 0 000 ft i 46 701 00 ft-# 518900 Ibs Without Surface Restraint Required Depth Press® 1/3 Embed Actual Allowable 8360 ft \ 55971 psf 55594 psf I ft M D ft engineering Consultants i CIVIL STRUCTURAL PLANNING CONSTRUCTION MftNflGCMCNT SHEET DATE 7-17-01 JN 0603 - 45(59 WALL (a) BATHROOM L = 12 It L = 12 it load = posit \~~T~Sload=10341h load DL =12psf (—— U 10psf(9H)12(1 i) s = 86 pli UPLIFT = (ub9 II)- DL( 85) UPLIFT =276 Ib USE HD2A W/SIMPSON EPOXY SYSTEM USE W/ A35_SPAGING =48 in OC 5/8" AB SPACING = 72 in O C WALL @ FRONT ELEV (BEDROOM 6) 13 5 n L -2 67 it i-267 It L = 5 34 it Sload =(354 plO S load "*>~-— us=447 pll UPLIFT =(us9U)-DL( 85) UPLIFT =3796 Ib S,oad=23891b DL =,/13ft\ ,, t .„ , J /267ft\,psl i !+- 14pst (9 It)! I * 2 ' M 2 / USE HARDYFRAME USE /M W/ A35 SPACING =24 in OC STONE TRUSS COMPANY www stonetruss com STONE TRUSS CO. CERTIFIED INSPECTION ICBO EVALUATION SERVICE INC AA-583 IN STRICT ACCORDANCE WITH UBC2321.3 PREFABRICATED WARNING * WARNING * WARNING BE SURE ERECTION CONTRACTOR UNDERSTANDS HIB-91 SUMMARY SHEET ENCLOSED 507 JONES ROAD • OCEANSIDE, CALIFORNIA92054^60) 967-6171 * FAX (760) 967-6178 E-mail stcjnc@ix netcgm com ST001 Ti CD i o 5 _^ m o g 0 ~*J OD Ol Ij O DESIGNED BY JOB DESCRIPTION PRZESMICKI REMODEL JOB LOCATION 2229 CORTE ANANAS — — — - T Z- • i /i ; (SI -< O Lrt>-tDr-l<xi3l"T1l/» O -* J —« >• >~ 1/1 ^ f— ^ ffl 3- z .z ' 1 ' *" i— O *. — z o c O en en 000 c/i co en on l/i"n ~n TI -rj -n oom o 8 O f n o cra en Wo toi it-j o 3S li ^ > ±^1CO1o 1 CD 1a I 0 1 O -^ hJ 1 = X !r =. ^ rTS j5 n ^Max t/cnythwithoutbraclmj (N)rss !n ^^cj I CI t," X ! 0 n- f3 T 1o r1 — sotoo 2— cro Cl fT n — X ntm> i-3 < 2 5ti f* O C tH >-3 >-< IT1 G tr1 o o H i-3 0 O O onm >j— "O a _TJ 0 Dd M JO 01 > 1-3 n M a M M 1-3 w i-3 O W M O iO (—I JjH Qj O O M m01 CDz o U) o a M UJ M O CD2 oo TI tsM i-3 tr1 K OM s: ffi m o ojrocoo'oooo oooo oooo O'OQQOOOOOQ > —— 7? - -1 = -gsc' ?=:?l? 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CO ij CJ1 O O o o rx> _ oo >-. -t. - OJ - © no. _J L no ox =5 ro CO o -H CD co —1 —l c: o o c~> o c~> CJl j O CD -p" CTt o j o o o o "i_j ~o ~o ~O ~O CO CO CO CO CO O o —• -h C O 3 1 no r o ro —> O -0 Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760)438-3155 • FAX (760) 931-0915 July 7, 2003 W O 3972-A-SC Mr. and Mrs Przesmicki c/o John S Beery Architect, Inc, A.I.A. PO Box130684 Carlsbad, California 92013-0684 Attention Mr John S Beery Subject Allowable Bearing Value and Lateral Bearing Pressure, 2229 Corte Ananas, City of Carlsbad, San Diego County, California Reference "Uniform Building Code," Volume 2, datedl 997, by International Conference of Building Officials Dear Mr Beery In accordance with your request, GeoSoils, Inc (GSI), has obtained a representative sample of site soil for laboratory testing The purpose of our testing was to determine a soil bearing value for a room addition to an existing residential structure The scope of our services has included representative sampling of site soils, appropriate laboratory testing, analysis of data, and preparation of this summary letter LABORATORY TESTING Laboratory tests were performed on representative samples of site soil materials in order to evaluate their physical characteristics Shear testing on a representative sample of site soil was performed in general accordance with ASTM Test Method D-3080 in a Direct Shear Machine of the strain control type Shear testing indicated a phi angle of 28 degrees (residual value) and a cohesion of 250 psf (residual value) A modified Proctor (maximum dry density test) was also performed in general accordance with ASTM D-1557 A maximum dry density of 119 5 pounds per cubic foot (pcf), at an optimum moisture content of 13 5 percent was determined for representative site soil from this test BEARING VALUE An allowable bearing value of 1,500 pounds per square foot (psf) should be used for design of continuous footings a minimum 12 inches wide and 12 inches deep (below lowest adjacent exterior grade) and for design of square footings 24 inches wide and 18 inches deep, bearing in suitable approved native soil Per the UBC code, this value may be increased by 20 percent for each additional 12 inches in depth of embedment, to a maximum value of 2,500 psf The above values may be increased by Va when considering short duration seismic or wind loads LATERAL PRESSURE Passive earth pressure of compacted fill may be computed as an equivalent fluid having a density of 275 pcf per foot of depth, to a maximum earth pressure of 2,500 psf An allowable coefficient of friction between soil and concrete of 0 35 may be used with the dead load forces When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third SEISMIC SHAKING PARAMETERS Based on our review of site conditions, and Chapter 16 of the Uniform Building Code (UBC, International Conference of Building Officials [ICBO], 1997), the following seismic parameters are provided Seismic zone (per Figure 16-2*) Seismic Zone Factor (per Table 16-1*) Soil Profile Type (per Table 16-J*) Seismic Coefficient Ca (per Table 16-Q*) Seismic Coefficient Cv (per Table 16-R*) Near Source Factor Na (per Table 16-S*) Near Source Factor Nv (per Table 16-T*) Seismic Source Type (per Table 1 6-U*) Distance to Seismic Source Upper Bound Earthquake 4 040 SD 044Na 064NV 1 0 1 18 B 5 8mi (9 3 km) MW69 * Figure and table references from Chapter 16 of the Uniform Building Code (1997) Mr And Mrs Przesmicki 2229 Corte Ananas, Carlsbad File e \wp9\3900\3972a abv WO 3972-A-SC July 7, 2003 Page 2 GeoSoils, Inc. DEVELOPMENT CRITERIA Graded Slope Maintenance and Planting Water has been shown to weaken the inherent strength of all earth materials Slope stability is significantly reduced by overly wet conditions Positive surface drainage away from graded slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes Over-watering should be avoided as it can adversely affect site improvements, and cause perched groundwater conditions Graded slopes constructed utilizing onsite materials would be erosive Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover soon after construction Compaction to the face of fill slopes would tend to minimize short-term erosion until vegetation is established Plants selected for landscaping should be light weight, deep rooted types that require little water and are capable of surviving the prevailing climate Jute-type matting or other fibrous covers may aid in allowing the establishment of a sparse plant cover Utilizing plants other than those recommended above will increase the potential for perched water to develop These recommendations regarding plant type and irrigation practices should be provided to each homeowner Over-steepening of slopes should be avoided during building construction activities and landscaping Drainage Adequate lot surface drainage is a very important factor in reducing the likelihood of adverse performance of foundations, hardscape, and slopes Surface drainage should be sufficient to prevent ponding of water anywhere on a lot, and especially near structures and tops of slopes Lot surface drainage should be carefully taken into consideration during fine grading, landscaping, and building construction Therefore, care should betaken thatfuture landscaping or construction activities do not create adverse drainage conditions Positive site drainage within lots and common areas should be provided and maintained at all times Drainage should not flow uncontrolled down any descending slope Water should be directed away from foundations and not allowed to pond and/or seep into the ground In general, the area within 5 feet around a structure should slope away from the structure We recommend that unpaved lawn and landscape areas have a minimum gradient of one percent sloping away from structures, and whenever possible, should be above adjacent paved areas Consideration should be given to avoiding construction of planters adjacent to structures (buildings, pools, spas, etc) Pad drainage should be directed toward the street or other approved area(s) Although not a geotechnical requirement, roof gutters, down spouts, or other appropriate means may be utilized to control roof drainage Down spouts, or drainage devices should outlet a minimum of 5 feet from structures or into a subsurface drainage system Areas of seepage may develop due to irrigation or heavy rainfall, and should be anticipated Minimizing irrigation will lessen this potential If areas of seepage develop, recommendations for minimizing this effect could be provided upon request Mr And Mrs Przesmicki WO 3972-A-SC 2229 Corte Ananas, Carlsbad July 7, 2003 File e \wp9\3900\3972a abv Page 3 GeoSoils, Inc. Erosion Control Cut and fill slopes will be subject to surficial erosion during and after grading Onsite earth materials have a moderate to high erosion potential Consideration should be given to providing hay bales and silt fences for the temporary control of surface water, from a geotechnical viewpoint Landscape Maintenance Only the amount of irrigation necessary to sustain plant life should be provided Over-watering the landscape areas will adversely affect proposed site improvements We would recommend that any proposed open-bottom planters adjacent to proposed structures be eliminated for a minimum distance of 10 feet As an alternative, closed-bottom type planters could be utilized An outlet placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork If planters are constructed adjacent to structures, the sides and bottom of the planter should be provided with a moisture barrier to prevent penetration of irrigation water into the subgrade Provisions should be made to dram the excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters The slope areas should be planted with drought resistant vegetation Consideration should be given to the type of vegetation chosen and their potential effect upon surface improvements (i e , some trees will have an effect on concrete flatwork with their extensive root systems) From a geotechnical standpoint leaching is not recommended for establishing landscaping If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent minimum relative compaction Gutters and Downspouts As previously discussed in the drainage section, the installation of gutters and downspouts should be considered to collect roof water that may otherwise infiltrate the soils adjacent to the structures If utilized, the downspouts should be drained into PVC collector pipes or non-erosive devices that will carry the water away from the house Downspouts and gutters are not a requirement, however, from a geotechnical viewpoint, provided that positive drainage is incorporated into project design (as discussed previously) Subsurface and Surface Water Subsurface and surface water are not anticipated to affect site development, provided that the recommendations contained in this report are incorporated into final design and construction and that prudent surface and subsurface drainage practices are incorporated into the construction plans Perched groundwater conditions along zones of contrasting permeabilities may not be precluded from occurring in the future due to site irrigation, poor drainage conditions, or damaged utilities, and should be anticipated Should perched groundwater conditions develop, this office could assess the affected area(s) and provide Mr And Mrs Przesmicki WO 3972-A-SC 2229 Corte Ananas, Carlsbad July 7, 2003 File e \wp9\3900\3972a abv Page 4 GeoSoils, Inc. the appropriate recommendations to mitigate the observed groundwater conditions Groundwater conditions may change with the introduction of irrigation, rainfall, or other factors Site Improvements Recommendations for exterior concrete flatwork design and construction can be provided upon request If in the future, any additional improvements (e g , pools, spas, etc) are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request This office should be notified in advance of any fill placement, grading of the site, or trench backfilling after rough grading has been completed This includes any grading, utility trench, and retaining wall backfills Tile Flooring Tile flooring can crack, reflecting cracks in the concrete slab below the tile, although small cracks in a conventional slab may not be significant Therefore, the designer should consider additional steel reinforcement for concrete slabs-on-grade where tile will be placed The tile installer should consider installation methods that reduce possible cracking of the tile such as slipsheets Shpsheets or a vinyl crack isolation membrane (approved by the Tile Council of America/Ceramic Tile Institute) are recommended between tile and concrete slabs on grade Additional Grading This office should be notified in advance of any fill placement, supplemental regradmg of the site, or trench backfilling after rough grading has been completed This includes completion of grading in the street and parking areas and utility trench and retaining wall backfills Footing Trench Excavation All footing excavations should be observed by a representative of this firm subsequent to trenching and prior to concrete form and reinforcement placement The purpose of the observations is to verify that the excavations are made into the recommended bearing material and to the minimum widths and depths recommended for construction If loose or compressible materials are exposed within the footing excavation, a deeper footing or removal and recompaction of the subgrade materials would be recommended at that time Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site Mr And Mrs Przesmicki W O 3972-A-SC 2229 Corte Ananas, Carlsbad July 7, 2003 File e \wp9\3900\3972a abv Page 5 GeoSoils, Inc. Trenching Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be afactor in subsurface excavations and trenching Shoring or excavating the trench walls at the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated All excavations should be observed by one of our representatives and minimally conform to CAL-OSHA and local safety codes Utility Trench Backfill 1 All interior utility trench backfill should be brought to at least 2 percent above optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard As an alternative for shallow (12-inch to 18-inch) under-slab trenches, sand having a sand equivalent value of 30 or greater may be utilized and jetted or flooded into place Observation, probing and testing should be provided to verify the desired results 2 Exterior trenches adjacent to, and within areas extending below a 1 1 plane projected from the outside bottom edge of the footing, and all trenches beneath hardscape features and in slopes, should be compacted to at least 90 percent of the laboratory standard Sand backfill, unless excavated from the trench, should not be used in these backfill areas Compaction testing and observations, along with probing, should be accomplished to verify the desired results 3 All trench excavations should conform to CAL-OSHA and local safety codes 4 Utilities crossing grade beams, perimeter beams, or footings should either pass below the footing or grade beam utilizing a hardened collar or foam spacer, or pass through the footing or grade beam in accordance with the recommendations of the structural engineer SUMMARY OF RECOMMENDATIONS REGARDING GEOTECHNICAL OBSERVATION AND TESTING We recommend that observation and/or testing be performed by GSI at each of the following construction stages • During gradmg/recertification • After excavation of building footings, retaining wall footings, and free standing walls footings, prior to the placement of reinforcing steel or concrete • During retaining wall subdram installation, prior to backfill placement Mr And Mrs Przesmicki WO 3972-A-SC 2229 Corte Ananas, Carlsbad July 7,2003 File e \wp9\3900\3972a abv Page 6 GeoSoils, Inc. • During placement of backfill for area dram, interior plumbing, utility line trenches, and retaining wall backfill • After presoakmg/presaturation of building pads and other flatwork subgrade, prior to the placement of reinforcing steel or concrete • During slope construction/repair • When any unusual soil conditions are encountered during any construction operations, subsequent to the issuance of this report • When any developer or homeowner improvements, such as flatwork, spas, pools, walls, etc , are constructed OTHER DESIGN PROFESSIONALS/CONSULTANTS The design civil engineer, structural engineer, post-tension designer, architect, landscape architect, wall designer, etc, should review the recommendations provided herein, incorporate those recommendations into all their respective plans, and by explicit reference, make this report part of their project plans PLAN REVIEW Final project plans should be reviewed by this office prior to construction, so that construction is in accordance with the conclusions and recommendations of this report Based on our review, supplemental recommendations and/or further geotechnical studies maybe warranted Mr And Mrs Przesmicki W O 3972-A-SC 2229 Corte Ananas, Carlsbad July 7, 2003 File e \wp9\3900\3972aabv Page? GeoSotts, Inc. LIMITATIONS The requested work performed is limited to soil sampling, laboratory testing, and engineering analysis as it relates to the determination of the design parameters presented above, and does not constitute an evaluation of the overall stability or suitability of the lot Suitable bearing soil should be determined by the project engineering geologist during foundation excavation construction Inasmuch as our study is based upon the site materials observed, selective laboratory testing, and engineering analysis, the conclusions and recommendations presented herein are professional opinions These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied Standards of practice are subject to change with time GSI assumes no responsibility or liability for work, testing, or recommendations performed or provided by others, nor their inaction or work performed without the benefit of GSI's observation and testing GSI performed this study within the constraints of a limited scope of work and budget The opportunity to be of service is greatly appreciated If you have any questions concerning this report or if we may be of further assistance, please do not hesl contact any of the undersigned Respectfully submitted GeoSoils, Inc. Robert G Cnsman Engineering Geologist, RGC/DWS/JPF/jk Distribution (4) Addressee Reviewed by David W Skelly Civil Engineer, RCE 47857 Mr And Mrs Przesmicki 2229 Code Ananas, Carlsbad File e \wp9\3900\3972a abv WO 3972-A-SC July 7, 2003 PageS GeoSoils, Inc. TITLE 24 REPORT Title 24 Report for: The Przesmicki Addition 2229 Corte Ananas Carlsbad, CA i I Project Designer: John S Beery, Architect PO Box 130684 Carlsbad, CA Report Prepared By: Julie A Gustine CMS / Murphy Mechanical 140 Vallecitos de Oro San Marcos, CA 92069 (760)591-9172 Job Number: 03-06-1481 Date: 6/19/2003 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards This program developed by EnergySoft LLC (415)8835900 EnergyPro 3 1 By EnergySoft Job Number 03061481 User Number 1536 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number 2229 CORTE ANANAS, CARLSBAD CB032201 Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential 2229 CORTE ANANAS. CARLSBAD. CA 92009 255-261-41-00 John Berry, Applicant Steve Przesmicki, Owner Res 2nd story addition (2 bedrooms and bath) New Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SOU Residential Additions Net Square Feet New Area '3 5"5~~ Commercial/Industrial Square Feet Floor Area City Certification of Applicant Information Date SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camrno Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ( Owner') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner s knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date Revised 4/2(1/00 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-27OO Building Counter • (760) 6O2-2719 • FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) *************************************************: THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Revised 4/70/00 ' V ' Fax (760) 602-8558 Phone (760)602-2719 Fax CITY OF CARLSBAD BUILDING DEPARTMENT To JOHN BERRY From KIMBERLY TAGUE, BLDC TECH Fax (760)438-2?63 Pages Phone (760)438-2963 Date Nov 25, 2003 Re 2229 CQRTE ANANAS, CARLSBAD / Permit No CB032201 The attached are items that need to be submitted to the Building Dept before your permit can be issued 1) List of items required by Esgil (from last Plan Check) 2) Special Inspection Form (requires owner's signature and architect's seal and wet signature) 3) School Fees Form (requires original signature from the school district) Thank you Carlsbad O3-22O1 September 23, 20O3 Provide a letter from the soils engineer confirming that the foundation plan, and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (required by,trie soil report- page 7) pfr Applicant shall provide a "Special Inspection Program" to the Building Official • Provide an ICBO # or equal for the roof under the Tile at the roof area with 2 12 slope -t-j o O S&5§i !* Q o 2 Q t§CO iT 2LU t QN Q cnm o: Q iuo c_ < or _