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1013 TULIP WAY; ; CB003191; Permit
10/06/2000 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 CB003191 Building Inspection Request Line (760) 602-2725 1013 TULIP WYCBAD RESDNTL 2144022300 $76,768 00 14 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 NEW RANGUS RESIDENCE Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# ISSUED 08/30/2000 MDP 10/06/2000 10/06/2000 705 SF ADITION, 242 SF GARAGE, 176 SF DECK Plan Check# Applicant CHEN JAMES STE117 2120JIMMYDURANTE DEL MAR CA 92014 858 755-5863 Owner RANGUS KATHRYN F 1013 TULIP WAY CARLSBAD CA 92009 05ao 10/06, CO 0001 01 02 415-77 Total Fees $954 15 Total Payments To Date $338 38 Balance Due $61577 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 $520 59 Meter Size $0 00 Add'l Reel Water Con Fee $338 38 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $7 68 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 LFMZ Transportation Fee $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Housing Impact Fee Housing InLieu Fee $0 00 Master Drainage Fee $0 00 Sewer Fee TOTAL PERMIT FEES Inspector FINAL APPROVAL Date Clearance $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $4800 $2000 $1950 $000 $000 $000 $000 $95415 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 capactiy changes nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT iNEbRMAtiON FOR OFFICE USE ONLY PLAN CHECK NO (g)O • ^ VS. V -n/' ^ rEST VAL Plan Ck Deposit _ Validated By Date 7:95 03/30/00 OOOJ 31 02 Address (include Bldg/Suite tt)smess Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Existing Use Proposed Use 2 CONTACT PERSON (if different from applicant) Name PPLICANT 153 Contractor_CHi ' Address ] Agent for Contractor,-;D Ownei City <Agent: fee. Ovwie'r -" Pfc* State/Zip "Telephone tt ^ax Hf Name Address City State/Zip Telephone ^PROPERTY OWNER iWfr / / . .10 IS Tame ' " " Address ' " City State/Zip Telephone # 5 CONTRACTOR-:^MPI^''NA¥E::™;: I'-'-:-" ' :;-*P;:' aiT"'^ """ : '""" "TlSir" '.. "7""'^ ™ 3.- ""•' |a (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 bas.'S 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 tt Telephone # Designer Name Address City State/Zip Telephone State License # jj" f ^WORKERS' ^COMPENSATION .,., • ', -::\!J["-"': .. ..,W:HS,... •._ •• -: :;:' .... :-.-".I' _,;,;jiB •..:,„., „ • • l',r :i i:-::*'Sr'";S:.K-^T" .. 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 |~| 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) |~] CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100.000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE :7 „ OVim¥RlBUlLbER*DECtARATION: .' ' - J/' ' :i. ".' . ..:....:.: '""•{•• ' •', .ff"" rP 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) FjB I, as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement f~] 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) /J PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIALRU\LD\NGi PERMITS ONLYl "rjt /-;!""£ .>, 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? O YES CD NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES |~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S ADDRESSLENDER'S NAME _ __ J9" "APPLICANT CERtiFICAtiO'N '": ...... : ""; ...... liii .......... .. ...... """'Ti: ' "'Lh^ .............. " 'Jfr::' ":?"' ......... -liX ,:Jr' :li?" 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 thi OSHA An OSHA permit is required for ex< EXPIRATION Every permit issjjed by authorized by such permit is ncn corjimei at any time after the work is cqmmi APPLICANT'S SIGNATURE itions over 5 0" deep and demolition or construction of structures over 3 stories in height ling Official under the provisions of this Code shall expire by limitation and become null and void if the building or work po days frgrrUhe date of such permit or if the building or work authorized by such pi "~"~~ Action 106 4 4 Uniform Building Code) DATE nded or abandoned WHITE File YELLOW Applicant PINK Finance Inspection List Permit* CB003191 Type RESDNTL RAD RANGUS RESIDENCE 705 SF ADITION, 242 SF GARAGE, 176 SF Date Inspection Item 08/21/2001 89 08/21/2001 89 07/18/2001 19 07/18/2001 29 07/18/2001 39 07/18/2001 49 07/17/2001 89 06/22/2001 89 05/09/2001 17 05/08/2001 17 05/08/2001 27 04/03/2001 17 03/16/2001 64 03/13/2001 16 03/06/2001 84 03/02/2001 84 02/15/2001 84 01/24/2001 34 01/17/2001 15 01/16/2001 15 01/09/2001 13 12/29/2000 13 12/29/2000 14 12/14/2000 21 12/14/2000 31 12/14/2000 39 11/09/2000 11 11/06/200021 Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Final Combo Interior Lath/Drywall Interior Lath/Drywall Shower Pan/Roman Tubs Interior Lath/Drywall Monolithic Floor/Wall Insulation Rough Combo Rough Combo Rough Combo Rough Electric Roof/Reroof Roof/Reroof Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Weldm Underground/Under Floor Underground/Conduit-Winn Final Electrical Ftg/Foundation/Piers Underground/Under Floor Inspector Act Comments JC - JC JC JC JC RGB JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC PY PY PY JJ JJ AP FINAL Rl AP GAS RELEASE NR MISSING SINK AP AP NR NR AP NR AP AP AP AP SEE CARD CO SEE CARD NR NR NR NO SUPER CA AP AP NEED SHEAR NAIL NUMBERS NR NO PLANS NR we we PA TPPB - EMR AP AP Wednesday, August 22, 2001 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 08/21/2001 Permit# CB003191 Title RANGUS RESIDENCE Description 705 SF ADITION, 242 SF GARAGE, 176 SF DECK Inspector Assignment JC Type RESDNTL Sub Type RAD Job Address 1013 TULIP WY Suite Lot 0 Location APPLICANT CHEN JAMES Owner RANGUS KATHRYN F Remarks Phone 7605837882 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By DAVE Entered-By CHRISTINE, — —;-. Act Comments'" Associated PCRs Inspection History Date Description Act 07/18/2001 19 Final Structural AP 07/18/2001 29 Final Plumbing NR 07/18/2001 39 Final Electrical AP 07/18/2001 49 Final Mechanical AP 07/17/2001 89 Final Combo NR 06/22/2001 89 Final Combo NR 05/09/2001 17 Interior Lath/Drywall AP 05/08/2001 17 Interior Lath/Drywall NR 05/08/2001 27 Shower Pan/Roman Tubs AP 04/03/2001 17 Interior Lath/Drywall AP 03/16/2001 64 Monolithic Floor/Wall AP 03/13/2001 16 Insulation AP 03/06/2001 84 Rough Combo CO 03/02/2001 84 Rough Combo NR 02/15/2001 84 Rough Combo NR 01/24/2001 34 Rough Electric NR Insp JC JC JC JC RC JC JC JC JC JC JC JC JC JC JC JC Comments GAS RELEASE MISSING SINK SEE CARD NO SUPER City of Carlsbad Bldg Inspection Request For 07/18/2001 Permit# CB003191 Title RANGUS RESIDENCE Description 705 SF ADITION, 242 SF GARAGE, 176 SF DECK Inspector Assignment JC Type RESDNTL Sub Type RAD Job Address 1013 TULIP WY Suite Lot 0 Location APPLICANT CHEN JAMES Owner RANGUS KATHRYN F Remarks AM PLEASE Phone 7605837882 Inspector Total Time Requested By DAVE CD Description Act Comments 19 Final Structural $' 29 Final Plumbing ft. /I- 39 Final Electrical ft" 49 Final Mechanical ft, I Entered By CHRISTINE y /"" i f + * jj* OXAX^' J^ *At »• J^ff^ *ii*»^r l^*1 \f frY //I X V_l^ 7 i ^^Associated PCRs Inspection History Date Description Act Insp 06/22/2001 89 Final Combo NR JC 05/09/2001 17 Interior Lath/Drywall AP JC 05/08/2001 17 Interior Lath/Drywall NR JC 05/08/2001 27 Shower Pan/Roman Tubs AP JC 04/03/2001 17 Interior Lath/Drywall AP JC 03/16/2001 64 Monolithic Floor/Wall AP JC 03/13/2001 16 Insulation AP JC 03/06/2001 84 Rough Combo CO JC 03/02/2001 84 Rough Combo NR JC 02/15/2001 84 Rough Combo NR JC 01/24/2001 34 Rough Electric NR JC 01/17/2001 15Roof/Reroof CA JC 01/16/2001 15Roof/Reroof AP JC 01/09/2001 13 Shear Panels/HD's AP JC 12/29/2000 13 Shear Panels/HD's NR JC 12/29/2000 14Frame/Steel/Bolting/Weldmg NR JC Com SEE CARD NO SUPER NEED SHEAR NAIL NUMBERS NO PLANS City of Carlsbad Bldg Inspection Request For 04/03/2001 PermiW CB003191 Title RANGUS RESIDENCE Description 705 SF ADITION, 242 SF GARAGE, 176 SF DECK Type RESDNTL Sub Type RAD Job Address 1013 TULIP WY Suite Lot 0 Location APPLICANT CHEN JAMES Owner RANGUS KATHRYN F Remarks AM PLEASE Inspector Assignment JC Phone 7605199912 Inspector Total Time Requested By DAVE Entered By CHRISTINE CD Description 17 Interior Lath/Drywall Act Comments Associated PCRs ( Date 03/16/2001 03/13/2001 03/06/2001 03/02/2001 02/15/2001 01/24/2001 01/17/2001 01/16/2001 01/09/2001 12/29/2000 12/29/2000 12/14/2000 12/14/2000 12/14/2000 11/09/2000 11/06/2000 Inspection Historv Description 64 Monolithic Floor/Wall 16 Insulation 84 Rough Combo 84 Rough Combo 84 Rough Combo 34 Rough Electric 1 5 Roof/Reroof 15Roof/Reroof 13 Shear Panels/HD's 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Weldmg 21 Underground/Under Floor 31 Underground/Conduit-Wiring 39 Final Electrical 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor Act AP AP CO NR NR NR CA AP AP NR NR we we PA AP AP Insp JC JC JC JC JC JC JC JC JC JC JC PY PY PY JJ JJ Comments SEE CARD NO SUPER NEED SHEAR NAIL NUMBERS NO PLANS TPPB-EMR Carl Schmidt Inspection P O Box 1 78403 San Diego. CA 92 17 7-8403 Phone (6 19) 855-9252 SPECIAL INSPECTION REPORT PROJECT A^n^H-r e^C-e _ JOB START. ADDRESS /0/3 TW/y? UJ^u JOB STOP CITY Ggt^/f£*tc/ PERMlf#. C& O &3 /J I PLAN FILE #• TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING EPOXY PRESTRESSED CONCRETE SHOPWELDINGX BOLTING REINFORCING STEEL FIREPROOFING SAMPLES: NUMBER. TYPE: Materials/Design Mix Numbers/PSI: /f-S~3 . /?~J(t>, Inspection Date- S~-^3-Oj REPORT / * S 50 tr* /CG.J-C *t f ' "f- r "~ c/r S T^-f f S ^tf^d r~T~ <^ T~ X^-o & /q- 7^-e +•<> WORK INSPECTED CONFORMS WFTH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Project Billing Information1 Print Name Certification^ - ^ /' Inspector's Signature EsGil Corporation In Partners/tip With government for 'Bu.iCdmg Safety DATE 1O/02/OO JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-3191 SET II PROJECT ADDRESS 1013 Tulip Way PROJECT NAME Room Additions/ Garage Extension/ Deck for Rangus/Hobza The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes [X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan checKhas been completed Esgil Corporation staff did advise the applicant that the plan check has been completed PejgcojTsqntacted Telephone #• (by ) Fax # Mail TeleWione Fax In Person9 REMARKS^J) Sheet ,2 of city set to show GFCI outlet at end of peninsula as noted in red on /ners §£$//2) On sheet 6 noted missing length's of shear panel in red and that all exterior 'stucco nailed 6" oc field and boundary By Ray Fuller Enclosures Esgil Corporation PI GA D MB PI EJ n PC 09/25/00 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In fartnersflip with government for 'Eu.iid.ing Safety DATE 09/08/00 OAPPLJCANT JURISDICTION Carlsbad OIPLAFTREVIEWER Q FILE PLAN CHECK NO 00-3191 SET I PROJECT ADDRESS 1013 Tulip Way PROJECT NAME Room Additions/Garage Extension/Deck for Rangus/Hobza 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 2\| 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 James Chmn 2120 Jimmy Durante Blvd Suite 117 Del Mar, Ca 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed [Xj Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted James Chmn Telephone # (858) 755-5863 Date contacted ^-^-^ (by-f^) Fax # (858) 755-8186 Mail •"• Telephone Fax^ In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 08/31/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 Carlsbad OO-3191 09/08/OO PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO OO-3191 PROJECT ADDRESS 1013 Tulip Way FLOOR AREA Additions 705 Garage Extension 242 Deck 176 REMARKS DATE PLANS RECEIVED BY JURISDICTION 08/30/00 DATE INITIAL PLAN REVIEW COMPLETED 09/08/00 JURISDICTION Carlsbad STORIES 1 HEIGHT 14 DATE PLANS RECEIVED BY ESGIL CORPORATION 08/31/00 PLAN REVIEWER Ray Fuller 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 (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 00-3191 09/08/00 • PLANS 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 92009, (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 NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 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 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 4 If applies On the cover sheet of the plans, specify any items that will have a deferred submittal (spiral staircase ) 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" • EXITS, STAIRWAYS, AND RAILINGS 5 Guardrails (Section 509 1) a) Shall have a height of 36" See detail 6/8 where 18" parapet wall shown Child can still climb over to roof adjacent to deck and fall Carlsbad OO-3191 09/08/00 6 Provide these notes on the plans per Section 1003 3 3 8 3 for the spiral staircase a) Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest b) Maximum rise is 9-1/2 inches Maximum clear opening between risers is 4 inches c) Minimum headroom is 6 feet 6 inches d) The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail 7 Provide I C B O Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation If deferring see note 4 above 8 Specify maximum drop of 1" for all out swinging doors Section 1003 3 1 6 • ROOFING & DECKS 9 Specify on the plans the following information for the roof materials, per Section 10633 a) Weight of the tile and existing type of roof If exceeds 7 # a ft will need to provide calculations for structural members 10 Specify minimum % inch per foot deck slope for drainage or design to support accumulated water Specify how obtaining this slope i e slope framing, sleepers etc Section 1506 1 11 Show the required ventilation for attics The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents) Show area required and area provided i e. at the garage if enclosed lid. Section 1505 3 • GARAGE 12 Garage requires one-hour fire protection on the garage side of walls to roof sheathing and/or ceiling common to the dwelling and supporting members Table 3-B, Section 302 4 • FOUNDATION REQUIREMENTS 13 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806 6 1 Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt Carlsbad 00-3191 09/08/OO 14 Show size and embedment of hold down anchors on foundation plan or note SSTB sizes for HDSA's i e SSTB 20's Section 106 3 3 15 If foundation footings are to be doweled into existing foundation then detail and reference 16 Show adequate footings under all bearing walls See for example the girder truss at garage with approximately 11 kip reaction Did existing roof have a girders at the locations shown on sheet 6 and if not - are existing trusses having to be modified to work? Section 1806 3 • FRAMING 17 Show shear extending to roof sheathing for example at detail 5/8 (gable end) or truss to be designed for axial loads 18 Provide truss details and truss calculations and specify truss identification numbers on the plans for the girder and hips/jacks at rear bedroom extension 19 Show clearance between top plate of interior partitions and bottom chord of trusses (To ensure nonbearmg condition between supports as designed) 20 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 " 21 The proposed project as shown is not conventional construction for the following reasons and design calculations from a licensed Engineer or Architect will be required a) Braced wall panels shall start at not more than 8' from each end of a braced wall line See front of garage and expanded bedrooms 22 Provide design for the lateral of the deck 23 Show type and length of all shear panels to include shear transfer i e a-35's and anchor bolt spacing Foundation plan to reflect anchor bolt spacing required for the shear walls Section 2315 24 If applies In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G Carlsbad 00-3191 09/08/00 25 If applies, In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity Table 23-11-1-1, footnote 3 • MECHANICAL (UNIFORM MECHANICAL CODE) 26 Show that 60,000 BTU existing FAU is large enough to heat the additional 700 sg ft If this is 60,000 BTU output then will be marginal but if 60,000 input then it would appear to be inadequate unless extremely efficient • ELECTRICAL (NATIONAL ELECTRICAL CODE) 27 Show on the plans that countertop receptacle outlets comply with NEC Art 210-52(c), which reads as follows In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate countertop spaces Missing GFCI outlets at the end of the peninsula and at the island. • 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 a 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 Ray Fuller at Esgil Corporation Thank you Carlsbad 00-3191 09/08/00 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER: 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 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 engineer/architect 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 Engineer's/Architect s Seal & Signature Here Signed 1. List of work requiring special inspection: G Soils Compliance Prior to Foundation Inspection G Field Welding G Structural Concrete Over 2500 PSI G High Strength Bolting G Prestressed Concrete G Expansion/Epoxy Anchors G Structural Masonry G Sprayed-On Fireproofing G Designer Specified G Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above: A. B C 3 Duties of the special inspectors for the work listed above A. B Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 00-3191 09/08/00 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 00-3191 DATE 09/08/00PREPARED BY Ray Fuller BUILDING ADDRESS 1013 Tulip Way BUILDING OCCUPANCY R3 Ul TYPE OF CONSTRUCTION VN BUILDING PORTION Additions Garage Ext Deck Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 705 242 176 CB Valuation Multiplier 9200 2300 1200 By Ordinance j 1994 UBC Building Permit Fee ^r Reg Mod VALUE ($) 64,860 5,566 2,112 72,538 50295 1994 UBC Plan Check Fee Type of Review CH Repetitive Fee I Complete Review d Structural Only Repeats D Other D Hourly Esgil Plan Review Fee Comments 32692 261 53 Sheet 1 of 1 macvalue doc City of Carlsbad Public Works — Engineering DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO U#J ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT. Date, ATTACHMENTS D Dedication Application LJ Dedication Checklist L-' Improvement Application LJ Improvement Checklist LJ Future Improvement Agreement U Grading Permit Application 0 Grading Submittal Checklist L-l Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name TANIYAWADE City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract D Sewer Fee Information Sheet A-4 CA 92008-7314 • (760) 6O2-2720 • FAX (760^602-8562 cr BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST /-fND 3RD [0^ Q PJ] 1 Provide a fully dimensioned site plan drawn to scale Show ^A^fJorth Arrow -P*x^Right-of-Way Width & Adjacent Streets ' JBr^Ex\stmg & Proposed Structures JS^ Driveway widths Street Improvements cT.H Existing or proposed sewer lateral Lines - \^ -Existing or proposed water service Easements- {tyflfr Der- c- .^^ Existing or proposed irrigation service Q 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 cC 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 3 Include on title sheet address B^Assessor's Parcel Number J8-" 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 H \WORD\OOCS\CHKLST\BuHding Plancteck Cklst Form (Generic) doc 1ST oND ORD BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No ~_^ - 4b All conditions are in compliance Date (M DEDICATION REQUIREMENTS D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ AfT, fifro pursuant to Carlsbad Municipal Code Section 18 40 030 ' Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by _ Date _ IMPROVEMENT REQUIREMENTS O7 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 $ 7S"/ o"X>n pursuant to Carlsbad Municipal Code Section 18 40 040 ^C'" 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\DOCS\CHKLST\BuiMing Plancfieck Cklst Form (Genetic) doc BUILDING PLANCHECK CHECKLIST •si op-"' 3RD 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 toissuance-of building permit Improvement Plans signed by 77*7) fl4W ^ldY)c&/) Date Q ........... - n 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 $~ _ : _ 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 _ 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) O Q 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 Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\BuiWinQ F>lancheck Cklst Form (Genera) doc BUILDING PLANCHECK CHECKLIST I ST ^fifi oRDO Q 7d No Grading Permit required Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 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 drain, 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 —G 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 [H 11 Q Required fees are attached ip'No fees required WATER METER REVIEW 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\DOCS\CHKLST\BuiHing Plancheck Cklst Form (Genenc) doc 1ST •>ND 3RD D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand-calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed "to-provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like 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 (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORD\OOCS\CHKLST\BuiUing Plancheck Cklst Form (Generic) doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future ..---•---Q EL 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 \WORD\DOCS\CHKLST\Building PlanctreckCklstFomi (Generic) doc -j Rev 7/14/00 V/J cr 0?CM I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.Address \ Planner Paul Godwin APN Phone (760) 602-4625 Type of Project & Use 5ffv f)ciclil>o/1 Net Project Density jV t Zoning' TV 1 General Plan* (sLff\ Facilities Management Zone DU/AC CFD <m/niitl #_ Circle One .Date of participation.Remaining net dev acres (For non-residential development. Type of land used created by this permit' ) \y Legend:X Item Complete Environmental Review Required: DATE OF COMPLETION. _, YES Item Incomplete - Needs your action NO X TYPE Compliance with conditions of.approval7 If not, state conditions which require action Conditions of Approval' Discretionary Action Required: APPROVAL/RESO NO. PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval • i Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES A NO _ CA Coastal Commission Authority? YES _ NO X If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) L " Coastal Permit Determination Form already completed7 YES If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #. _ NO 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. H \ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required. YES (Effective date of Inclusionary Housing Ordinance - May 21, 1993 I NO X Data Entry Completed? YES NO lf : (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens', Housing'Fees, Construct Housing Y/N, Enter Fee UPDATE') , Site Plan: ; ,- ' ''•'-;• '\ I I I I 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 2 Provide legal description of property and assessor's parcel number Zoning: 1 Setbacks. Front- Interior Side/ Street Side Rear Required Required Required Required Q.O' T-C' ASi Accessory structure setbacks. FronL ' —-^__^^ Required Interior Side: Street Side: Required Rear' Required Structure separation- Required 3. Lot Coverage 4 Height Required —- / . <Required - I 5 Parking- Spaces Required £1 Cor Guest Spaces Required | | [ I I Additional-Comments. Shown Shown Shown Shown Shown Shown Shown >wn Shown '~ " Shown 0V Shown I o Shown o cor act Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE \da PRELIMINARY SOILS INVESTIGATION Rangus/Hobza Soil Classification 1013 Tulip Way Job# DOS-BSD August 23, 200D Uftr^liH&C GEORGE A KROPOTOFF SOILS TESTING 3208 CAROLYN CIRCLE, OCEANSIDE, CALIFORNIA 92054 SOILS TESTING 3208 Carol>n CuUe • Oeedtiside • California 9205-4 (760) -135-9534 lob// OOS-850 August 11 2000 Kathy Rangus and/or Jim Hobza 1013 luhp Way Carlsbad Ca 92009 Dear Kathv and/oi Jun In accordance with your authorization, on 8/12/00, an agent ol oui him petlomied a limited soils investigation ol the subject piopcity We ate pleased to submit heiewith the report of that investigation I his report presents our findings horn the investigation and our conclusions and recommendations based upon those findings Location 1011 Tulip Way, t atlsbad. C a 92009 Investigation I he investigation was conducted to classify soils at the base of the proposed foundations Bulk samples were removed tiom the site and analyzed tor Gram Size Distribution and bxpansion Index C onclusions and Recommendations Soils of I ype S( weie found at foundation level by sieve analysis with a safe bearing capacity ol 1500 PSF per I UK Table ISA and an bxpansion Index of 23 5 (Low Potential I xpansion) Our foundation and slab recommendations for the proposed constiuction ate contained herein It is our opinion the site is suitable tor the proposed construction (jeolechnical Lngineei ing Due to the high density of formational sandstones on site and Ihe relatively deep groundwater in the area, it is our opinion tins site has a very low potential lot seismically induced soil liquefaction With regards to the nc<u-soiuce faclot in Seismic Zone 4 Ihe Rose C anyon fault approximately 7 kilometers SouthWcst of the site appears to present the greatest seismic nsk to the subject site \ he following table contains site specific seismic desmn criteria for the calculation of seismic base shear I he design cntciia was obtained from the I 'inform Buildmy ( ode ( !9°-7 edition) A collicient of friction of 4 0 times the dead load may be used between the beatiny soils and concrete foundations walls or floor slabs Parameter Value Kcference Seismir 7nnp Factor 7 ____ ^ 40 _ __ __ jjjhlp '.(>-[ Soil Profile Type _______ ...... SC ________________ JabJcJOrl Seismic Coeflicient Ca 0 40Na Iab|el6-Q Seismic Coefficient Cv 0 56Nv lablel6-R Near- Source Lactor^J^a _____________ 10 _ ________________ __I_ab[e I_(>S Near-Source Factor, Nv ........ 1 I Iablel6-T Seismic Source I ype ____________ ________ 13 _._ __________ l..<ib..l.e_J.6-LJ I his report is for the samples tested only and thcie arc no guarantees either stated or implied relative to the stability ol the site Should you have any questions teuaidmu this matter please feel free to contact our oflice Sincerely ^ir\^^J^-t-f\f George K Kropotolt, RCE2339! ljro|ect hngmeer GKkw encl cc (5) Client, (1) I ile IJ S Site conditions may vary with time hence this report is valid for one year only Geolcchmcal I engineering Page FOUNDATION AMU S kABREU )HMENDAT1UNS FUR EX P AI1S IV E_SO1 LS Expansion Index - 71-^0 - Low Expansion i Btory Footings 2 Story Footings 34- Story Footings Garage Door Grade Beam Occupied Area Floor Slabs 1 Inch nand. Unoccupied Area Floor Slabs Prp-sonklng of Sub-Slab Soils All f oo 11 ngn 17 Iru J7" wide minimum. Width bearing capacity calculations Footings continuous 1 no 5 bar top and bo! t om All foot Ings 10 Inches dnop IV wldp minimum Width pnr ig capacity calculations igs continuous 1 no *> bar top and bottom All Too* Ings 74 Inches de^p JO" wldp minimum. Width p"r bearing capacity calculations Footings continuous 1 no. 5 bar top and boMom 1 2 1 nclies deep 1 no 5 bar top and boIt om ^ Inches thick GxG-G/6 wire mesh at mid-height 2 Inches gravel or sand base fi mil vlstiueen molsluro barrier *\ \ nches I hi c V- Gxf> f>/6 wlr*5 tnenh nr qunrtor nl Isolate from stem wa]] rootlnqn 7 Inrlirn rocV- , gravnl or sand Mo moist urn barrlnr loaV tr> 17 Inches dr«pth 1o 'I* opt I mum molsl.tirp r ontnrit NOTES* 1) Ml d"p* hn T 7) All frifiMiujn bo * f1 slnb ' <~>\\ t 1 Slab subgrade Depth of exterior fig Depth of exterior ftg enM Concrete slab with Welded wire fabric — Sand layer — Visqueen r- Gravel or sand base if required Depth of presoaked soil Footing and stem wall reinforcing per structural design Floor diaphragm ,- Joists tr Clearance Depth of presoaked soil Depth of interior ftg Footing and stem wall reinforcing per structural design Al TERNATIVE Foundation embedment and slab on grade SOILS TES"NG 3208 Carolyn Circle - Oceansidr, Co 92054 - (760) Job No 005 t Q_Lul Q - e, _ - 10- ._, o 0 CO -rf^T O SO ^ 0 z D_ X ? 4 LU CD LU O CO ID -- — ! i 1 Z3 ^ m co * 1 — UJ o C.) fc^ U J\ •• ^ ?- CO ' i Oen 0- >-ccCT is- ^ p o §; ^0 C 1 TEST PIT No Lp_^ -____.— ..uLouKir ! iC/ix \ Vpry Slightly Onrnp, Mpd Rrown, N- i n o f Q ^x m i r o rs ^ o n rJ y» i f h| Drgamcs (Topsoil) \ \ \ Sliqhtly Damp, Very Lt Grey, Slightly Silty/Clayey Erne to Med Qn" (Native Sandstone) ~End of Excavation-No Changes in GROUND ELEVATION Exist Grade METHOD Of EXCAVATION Hand Excavated I -j-h- ' * ' Q 5- 10- ^<cf •) CO CO o £0 ^ COz. Q_ XLjJ a DC '—' P? ^ Q CO — 1 LjJ V — 1i n ID S ^" CO f—^. \—_ f-3 ^S LJ 3: ci UJ OQ 2_ cem 0 zp o dl 0 C 5 1EST PIT No DESCRIPTION GROUND ELEVATION DATE OBSERVED 8/12/00 METHOD OF EXCAVATION LOGGED BY KBW LOCATION 1013 Tulip Way IEST PIT LOG iiSOLS T: Cornlyn Circle - Ocpon^idf TO P?054 - (760) 435-9534 Job No OOS-850 o bto o • \ I o j 8. is & S 8 a. , , *.' 1 , • • ft 9 5 — — WMl /If [ — — — — / iY — // / — v\*L — X — X — — — X — 1 — - - * — — — X — FI — — ^ — — X — M ,x .x*" a c »-MM MM ^MM ZSOILS12 "~ PERCENT PASSING i -3 D o § fru,, o fta O O_ tz ID Q O _Jom S IT Q =«*= O OCO 0 1 1 • % T (X — — GRAIN SIZE DISTRIBUriON SOILS TEST 320B Carolyn dircle - Oceanside, Ca 92 NG 054 - (760) 435-953^Job No < Date SI 203-850 > n ir1 ^—+_j <**>' t-I^U ^'^5.frlNt U/*hr A/? r7 r»v -- ' lo' --J --^ OI HAN SO f nrnln Tirrlr (V rrin-irio ( 7f,0) ^ IS HS Jo I) No IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor As troublesome as subsurface problems can be their frequency and extent have been lessened considerably in recent years due in large measure to programs and publications of ASFE, The Association of Engineering Firms Practicing in the Geosciences The following suggestions and observations are offered to help you reduce the geotechmcal-related deinvs cost-overruns and other costly headaches that can occur during a construction proiect A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur face exploration plan designed to incorporate a unique set of proiect-specific factors These typicallv mc'ude the general nature of the structure involved its size and configuration the location of the structure on the site and its orientation physical concomitants such as access roads parking lots and underground utilities and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program To help avoid costlv problems consult the geotechnical engineer to determine how anv factors which change subsequent to the date of the report mav affect its recommendations Unless your consulting geotechnical engineer indicates otherwise uour geotechnical engineering report ^hmild not 6e used • When the nature of the proposed structure is changed for example if an office building will be erected instead of a parking garage or if a refriger- ated warehouse will be built instead of an unre- fngerated one • when the size or configuration of the proposed structure is altered • when the location or orientation of the proposed structure is modified • when there is a change of ownership or • for application to an adjacent site Geotechni(.al engineers cannot accept responsibility for which may develop if then are not consulted after factor* Consid- ered in tfietr reverts, development have changed MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken when they are taken Data derived through sampling and sub t laboratory testing are extrapolated bv geo technical engineers who then render an opinion about overall subsurface conditions their likely reaction to proposed construction activity and appropriate founda- tion design Even under optimal circumstances actual conditions may differ from those inferred to exist because no geotechnical engineer no matter how qualified and no subsurface exploration program no matter how comprehensive can reveal what is hidden by earth rock and time The actual interface between mate- rials may be far more gradual or abrupt than a report indicates Actual conditions in areas not sampled may differ from predictions Nothing can be done to prevent the unanticipated but steps can be taken to help minimize their impact For this reason most experienced owners retain their geotechnical consultants through the construction staae to iden- tify variances conduct additional tests which may be needed and to recommend solutions to problems encountered on site SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions mav be modified bv constantiv- changmg natural forces Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration construction decisions •-hould not be based on a geotechnical engineerina report whose adcquacu man have been affected bu time Speak with the geo- technical consultant, to learn if additional tests are advisable before construction starts Constrjction operations at or adjacent to the site and natural events such as floods earthquakes or ground- water fluctuations may also affect subsurface conditions and thus the continuing adequacy of a geotechnical report The geotechnical engineer should be kept apprised of anv such events and should be consulted to determine if additional tests are necessary GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers reports <jre prepared to meet the specific needs of specific individuals A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor or even some other consulting civil engineer Unless indicated otherwise this report was prepared expressly for the dient involved and expressly for purposes indicated bv "he client Use by anv other persons for anv purpose or by the client for a different purpose may result in problems No indi- vidual other than the client should applu this report for its intended purpose without firsl'confernnq with the aeotechnical engineer No person should applu this report for anu purpose other than that originally Contemplated without first confernna with the aeotechni(.al engineer A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION f'ostly problems can occur when other design pr^f'-"- sionals develop their plans based on misinterpretations of a geotechntcal engineering report Tb help avoid thes<-> problems the geofchmcal engineer should b" retained to work with other appropnat0 doripn profn- nonals to ovplatn relevant peotechmcal fmdmp" UK! to royiou. the adequa'-v of their plans and spe' ifr inorf Hative to geotpchmcal BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT rinal boring logs are developed by geotechnirnl engi- n^rs based upon their interpretation of fHd lops (assembled bv site personnel) and laboratory "valuation of field samples Onlv final boring logs cirtomanlv arn included in geotechmcal engineering report*- ~\hr<r low hould <wt under any nrctimsfiJMres he redrawn for inclusion in architectural or other design drawings becaurn dnftoic nn\ commit errors or omissions in the transfer pror ^ss Although photographic reproduction eliminates this rvoblem it does nothing to minimize the possibility of Contractors misinterpreting the logs during bid pi^paia •ion When this occurs deiavs disputes and uruntin riated costs are the all too-frequent result !(•> minimize the livelihood of boring log mismfrprrM- non oar contractor* readu accrss to trie complete arctrchHual cnoiMcermo rrport prepared or authorized for their us" Those who do not provide such access mav pror^d un der the mislafrpn impression that simply disclaiming re- sponsibility for the accuracy of subsurface information al vnys msulares them from attendant Inbility Providing th" best available information to contractors helps pre- v-rit costly construction problems ind the ndversnnal attitudes which aggravate th^m to disproportionate scale READ RESPONSIBFLR Y CLAUSES CLOSELY Benu^e p"otechnif al TiginpTinp is based extensively on iudp,ment and opinion it is tar kss exact than other design disciplines This situation has resulted in wholly unwarranted daims being lodged against geotechmcal consultants Tb help prevent this problem geotechmcal engineers have developed model clauses foi use in writ- ten transmittals These are not exculpatory clauses designed to foist geofchmcil engineers liabilities onto someone else Rather thpv are definitive clauses which identify where geotechmcal engineers responsibilities b°gm and end Their use hHps all parties involved rec- ognize their individual lesponsibilities and take appro- prnt° iction Some of thes" definitive clauses are likelv to appear in vour geotechmcal engm^rmg report and vou are "tT-ourag^d to read them closely rbur geo- tfchmcnl °ngine°r will be plfis^d to gi'/p full and franf answers to your questions OTHER STEPS YOU CAN IAKE 1O REDUCE RISK Your consulting geotechmc'il fngiri'-f.-r will b0 pie ised to discuss ottier techniques which can be employed to mit- igate risk In addition ASFT has developed a varietv of materials which may be beneficial Contact ASTE for a complimentary copy of its publications directory 8811 Road/Suit- THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES Sprine Maryland .3/0E./2300 07 35 8567558186 OCT-05-2000 THU 08'36 AN CITY GF CARLSBAD DESIGN BUILD PARTNER FAX NO. 760 302 3558 PAGE 02/03 P 03 City of Carlsbad B»»iiding U.&par'ttiie r» t CERTIFICATE OF COMPLIANCE SfBOpL ES OH OTHER MITIGATION /r This form must be completed by the City, the applicant, and the appropriate school districts and returnee! to the City prior to Issuing a building permit The City will not issue any buitafrig pern-it without a completed school fee form Project Name Building Permit Plan Check Number Project Address AP.N Project Applicant (Owner Name) Project Description. Building Type Residential Number of New Dwelling Units Square Feet of Living Area tn Now Dwelling Second Dwelling Unit Square Feet of Living Area in SDL) Residential Additions- Net Square Feet New Area Commercial/Industrial Square Feet Floor Area City Certification of Apolicant Information: ~~jTT' ^^7 Date SCHOOL DISTRICTS WITHEN fm CITY OF CARLSBAD Ss» Marcos Unified School District SOlPjBfiAve ,*>£ "•> 2J5MatoWay SanMarcM, CA 9206$ (736-2500) School District 101 South Rincho Ssmta Fe Rd Eoannas, CA 92024 (944.4300) Ssn Diegmlo Uwoa High School Dlstnct ?10EncuutasBlvd Encuuras, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner"} cartiflas under penalty of perjury that (1) the Infornatfan pravsded above Is correct and true ta the bes< a( the Ovvner's knowledge, end that me Owner will Tile an amended certification of payment arid pay the additional fee If Owner requests an increase in the number of dwelling units or square footage after the Duiidlng permit Is issued or if the infflar determination of units or square footage la found to bs Incorrect, and that £) Uie Owoar is the ownep'ctevetoper of the at^ve described f>raject(s), or that the person executing thiq declaration 19 authorised to s.gn en behalf ottne Qwnar, Signanarc Date: 163S Paraday Avenue • CadsDad, CA 92006-7314 » (760) 602-2700 • FAX (76OJ fa02.8560 13/05/2300 07 35 858755S1S6 DESIGN BUILD PfcRTNETR PMT , THU 08:36 M CITY OF CARLSBAD FP> NO. 760 602 6556 P C4 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) THIS FORM INDICATES THA" THE SCHOOL. DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by -he applicaol© 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 «afen Freeman /Assistant Superintendent C NAME OF SCHOOL DISTRICT Busmws Services DATE PHONE NJMBER