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Home My WebLink About150 REDWOOD AVE; ; CB020074; Permit11-27-2002 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 CB020074 Building Inspection Request Line (760) 602-2725 150 REDWOOD AV CBAD RESDNTL 2042520700 3296,335 00 1 Sub Type SFD Lot* 0 Construction Type NEW Reference # Structure Type SFD Bathrooms 2 75 GRIFFIN RES-DEMO EXIST HOUSE 3310 SF, 402 SF GAR, 159 SF DECK Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 01/08/2002 CB 11/27/2002 11/27/2002 Applicant DAVID PIERRE 719 PIER VIEW WAY OCEANSIDE CA 92054 433-1785 Owner 2215 11/27/02 0002 01 GRIFFING FAMILY TRUST 10-2-91 CGP 2408 SONORA CT CARLSBAD CA 92008 02 1305-61 Total Fees $2,239 61 Total Payments To Date $934 00 Balance Due $1,305 61 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,15332 $000 $749 66 $000 $000 $2963 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage F ee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $17500 $60 00 $7200 $000 $000 $000 $000 $000 $2,239 61 BUILDING PLANS IN STORAGE ATTACHED Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/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 APPIY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATI CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 PROJECT INFORMATION Address (include Bldg/Suite #) FOR OFFICE USE ONLY LAN£HECK NO ••X^F=tt-£^-Q^ Plan Ck Deposit Validated By Date /- Business Name (at this address) 8403 Q1X08/02 0002 01 04 Unit No Phase N6U.SCTotal # of urttM'QOLegal Description Lot No Subdivision Name/Number y.Assessor s Parcel #Existing Use Proposed Use Description of Work VF£€2- v 2 T CONTACT PERSON SQ FT fferent'from applicant)(if~dlffe.rent'frc P(FK£F #of Stories ' # of Bedrooms # of Bathrooms Address City £& State/Zip Telephone #Fax # X ^AWLICANt" Q-CoqtrlctbrTJwro T.rflte-:oqtractor fj Agent'for Contractor1; O Owner ; "Q Agent for Owner;: :|i Name Address City State/Zip Telephone # Name ' Address City State/Zip Telephone # 6t CONTRACTOR-COMPANY NAME -, . ,Mf ''*" .;• nf>! ,.isiii::: ' • • f "1: ' "* '•• "; (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemptipfli^ Any violation of Section 7031L5-PV any applicant for a permit subjects the^applicam to a civil penalty of not more than five hundred dollars [$500]) fiJ Cs&S3 £/9- fece.fr- Name State License # City State/Zip City Business License # Telephone # City State/Zip TelephoneDesigner Name State License # 6 N WORKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations |~1 I have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) M CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit ;s issued I shall not employ any person in any manner so as ^o 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 ($10#O0uT) in addition j^the cost of compensation damages as provided for in Section 3706 of the Labpr code interest and attorney s fees SIGNATURE DATE QWNER-BUiLSElTDCCLARATIOTJ vS; i ' .•„,,. N "**?•"" I hereby affirm that I am exempt from the Contractor's License Law for the following reason O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) |~1 | am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES flNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE .DATE 'COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDINGSPERMITS ONLY: , ; n"; :^ ii s> Is the applicant or future budding 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? d YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control distmt or air quality management district' l~l YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' d YES C] 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 a- CONSTRUCTION LENDING'AGENCY : ..... ,y3iii::::i"' .......... '" _,,, -::" x; "'••• -. ; ...^-:'; I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME _ LENDER'S ADDRESS ;9: APPLICANT CERTIFICATION ' . jlf ...... ""„. '' _:,s • jfir -°":" " •••:::'- ..... ... ,.::.. " I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY>I-ANY-WA¥-ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavanjios-over 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the brfWing Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenoea w/tlWl80 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 ap^riod of 180 days (SegtKSn 106 4 4 Uniform Building Code) /SUPPLICANT'S SIGNATURE ^X^g£ -- ^--^^O- __ DATE C>\ WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept- Building Engineering \ Planning CMWD St Lite Fire Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected Bv L Inspected Bv Inspected Bv '' Date CB020074 Permit Type GRIFFIN RES-DEMO EXIST HOUSE Sub Type 3310 SF, 402 SF GAR, 159 SF DECK 150 REDWOOD AV Lot 0 CARLOS Phone 7608452015 CA Water Dist CA Date ?<£? Inspected A=2 "32- ^-^Approved ^ — "" Date Inspected Approved Date Inspected Approved 12/21/2004 RESDNTL SFD Disapproved Disapproved Disapproved Comments Inspection List Permit* CB020074 Type RESDNTL SFD Date Inspection Item Inspector Act 02/04/2005 89 02/04/2005 89 12/21/2004 19 12/21/2004 29 12/21/2004 39 12/21/2004 49 08/03/2004 23 07/02/2004 17 06/21/2004 12 04/01/2004 18 04/01/2004 23 03/30/2004 17 03/30/2004 23 03/15/2004 16 03/12/2004 16 03/10/2004 16 03/10/2004 34 03/04/2004 14 03/04/2004 24 03/04/2004 34 03/04/2004 44 03/02/2004 84 02/11/2004 13 02/06/2004 13 01/30/2004 15 01/14/2004 15 01/13/2004 15 12/12/2003 13 12/12/2003 15 09/24/2003 31 09/24/2003 34 09/08/2003 31 09/05/2003 81 09/02/2003 81 08/04/2003 21 08/04/2003 21 08/04/2003 22 08/01/2003 21 08/01/2003 22 03/21/2003 14 03/21/2003 92 Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Gas/Test/Repairs Interior Lath/Drywall Steel/Bond Beam Exterior Lath/Drywall Gas/Test/Repairs Interior Lath/Drywall Gas/Test/Repairs Insulation Insulation Insulation Rough Electric Frame/Steel/Bolting/Weldm Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Shear Panels/HD's Shear Panels/HD's Roof/Reroof Roof/Reroof Roof/Reroof Shear Panels/HD's Roof/Reroof Underground/Conduit-Winn Rough Electric Underground/Conduit-Wirm Underground Combo Underground Combo Underground/Under Floor Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Frame/Steel/Bolting/Weldm Compliance Investigation - RB RB RB RB RB JM RB RB PY PY RB RB RB JM RB RB RB RB RB RB RB RB RB RB RB RB RB RB JM JM RB RB RB RB RB RB RB RB PD PD Rl AP CO CO CO AP AP AP AP AP AP AP CO AP CA CO AP AP AP PA AP CO AP CO AP PA CO NR CO AP we NR AP CO AP AP PA CO CO we PA GRIFFIN RES-DEMO EXIST HOUSE 3310 SF, 402 SF GAR, 159 SF DECK Comments SEE NOTICE ATTCH ap on 4/1 UNDR STAIRS FOR STEEL STAIRS - CHECK NEXT INSP NDMIN10# BY CONTRACTOR RISE @ ND 1 IN GAP FRM INS TO PLY @ VENTED BLOCKS ON CO NEED EGRESS WINDOW-SEE ATTACHED NOTICE MISSING LOAD CALCS SEE ATTACHED NOTICE SEE LIST @ JOB SITE ROOF & DECK SYSTEM OK TO PAPER ROOF ONLY SEE NOTICE STOP SERVICE TO HOUSE METER OK HOUSE PLUS GARAGE, SETBACK VERIFIED @ SITE SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR Monday, February 07, 2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 02/04/2005 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CAROLS Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comment O Date 12/21/2004 12/21/2004 12/21/2004 12/21/2004 08/03/2004 07/02/2004 06/21/2004 04/01/2004 04/01/2004 03/30/2004 03/30/2004 03/15/2004 03/12/2004 03/10/2004 Associated PCRs/CVs PCR03190 ISSUED GRIFFITH RESIDENCE, DEFERED STELLSUBMITTAL PCR04031 ISSUED GRIPPING RES-INSTALLATION OF CURVED WINDOW PCR04049 ISSUED GRIPPING RES-REVISE TO STEEL, STAIRS Inspection History Description Act 19 Final Structural CO 29 Final Plumbing CO 39 Final Electrical 49 Final Mechanical 23 Gas/Test/Repairs 17 Interior Lath/Drywall 12 Steel/Bond Beam 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 17 Interior Lath/Drywall 23 Gas/Test/Repairs 16 Insulation 16 Insulation 16 Insulation CO AP AP AP AP AP AP AP CO AP CA CO Insp RB RB RB RB JM RB RB PY PY RB RB RB JM RB Comments SEE NOTICE ATTCH ap on 4/1 UNDR STAIRS FOR STEEL STAIRS - CHECK RISE @ NEXT INSP NDMIN 10# BY CONTRACTOR ND 1 IN GAP FRM INS TO PLY @ VENTED BLOCKS City of Carlsbad Bldg Inspection Request For 12/21/2004 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB 150 REDWOOD AV Lot 0 Type RESDNTL Sub Type SFD Job Address Suite Location OWNER GRIPPING FAMILY TRUST 10-2-91 Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Date 08/03/2004 07/02/2004 06/21/2004 04/01/2004 04/01/2004 03/30/2004 03/30/2004 03/15/2004 03/12/2004 03/10/2004 03/10/2004 03/04/2004 03/04/2004 03/04/2004 Associated PCRs/CVs PCR03190 ISSUED GRIFFITH RESIDENCE. DEFERED STELL SUBMITTAL PCR04031 ISSUED GRIPPING RES-INSTALLATION OF, CURVED WINDOW PCR04049 ISSUED GRIPPING RES-REVISE TO STEEL, STAIRS Inspection History Description Act 23 Gas/Test/Repairs AP 17 Interior Lath/Drywall AP 12 Steel/Bond Beam AP RB 18 Exterior Lath/Drywall AP PY 23 Gas/Test/Repairs AP PY 17 Interior Lath/Drywall AP RB 23 Gas/Test/Repairs CO RB 16 Insulation AP RB 16 Insulation CA JM 16 Insulation CO RB 34 Rough Electric AP RB 14 Frame/Steel/Bolting/Weldmg AP RB 24 Rough/Topout AP RB 34 Rough Electric PA RB Insp Comments JM ap on 4/1 RB UNDR STAIRS FOR STEEL STAIRS - CHEICK RISE @ NEXT INSP ND MIN 10# BY CONTRACTOR ND 1 IN GAP FRM INS TO PLY @ VENTED BLOCKS ON CO NEED EGRESS WINDOW SEE ATTACHED NOTICE MISSING LOAD CALCS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION PERMIT NO BS> ^ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? _ I YES FOR FURTHER INFORMATION, CONTACT _____ __ PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 03/10/2004 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS RAMOS Entered By CHRISTINE CD Description 16 Insulation Act Comment f .-S£-f. Date 03/04/2004 03/04/2004 03/04/2004 03/04/2004 03/02/2004 02/11/2004 02/06/2004 01/30/2004 01/14/2004 01/13/2004 12/12/2003 12/12/2003 09/24/2003 09/24/2003 09/08/2003 09/05/2003 09/02/2003 08/04/2003 08/04/2003 08/04/2003 08/01/2003 Associated PCRs/CVs PCR03190 ISSUED GRIFFITH RESIDENCE. DEFERED STELL SUBMITTAL PCR04031 ISSUED GRIPPING RES-INSTALLATION OF, CURVED WINDOW Inspection History Description Act 14 Frame/Steel/Boltmg/Welding AP 24 Rough/Topout AP 34 Rough Electric PA 44 Rough/Ducts/Dampers AP 84 Rough Combo CO 13 Shear Panels/HD's AP 13 Shear Panels/HD's CO 15 Roof/Reroof AP 15 Roof/Reroof PA 15 Roof/Reroof CO 13 Shear Panels/HD's NR 15 Roof/Reroof CO 31 Underground/Conduit-Wiring AP 34 Rough Electric WC 31 Underground/Conduit-Wiring NR 81 Underground Combo AP 81 Underground Combo CO 21 Underground/Under Floor AP 21 Underground/Under Floor AP 22 Sewer/Water Service PA 21 Underground/Under Floor CO Insp RB RB RB RB RB RB RB RB RB RB RB RB JM JM RB RB RB RB RB RB RB Comments NEED EGRESS WINDOW-SEE ATTACHED NOTICE MISSING LOAD CALCS SEE ATTACHED NOTICE SEE LIST @ JOB SITE ROOF & DECK SYSTEM OK TO PAPER ROOF ONLY SEE NOTICE STOP SERVICE TO HOUSE METER OK HOUSE PLUS GARAGE, SETBACK VERIFIED @ SITE SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE /<? " LOCATION /C~£? PERMIT NO __ "£* (760) 602-2700 1635 FARADAY AVENUE TIME / /7« //t / FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1? FOR FURTHER INFORMATION, CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER 'City of Carlsbad Bldg Inspection Request For 03/05/2004 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015' Inspector Total Time Requested By CARLOS RAMOS Entered By CHRISTINE CD Description Act Comment Frame/Steel/Boltmg/Weldmg 3 C«'S. Date 03/02/2004 02/11/2004 02/06/2004 01/30/2004 01/14/2004 01/13/2004 12/12/2003 12/12/2003 09/24/2003 09/24/2003 09/08/2003 09/05/2003 09/02/2003 08/04/2003 08/04/2003 08/04/2003 08/01/2003 08/01/2003 03/21/2003 03/21/2003 Associated PCRs/CVs/ PCR03190 ISSUED GRIFFITH RESIDENCE. DEFERED STELLSUI3M1TTAL PCR04031 ISSUED GRIPPING RES-INSTALLATION OF. CURVED WINDOW Inspection History Description Act 84 Rough Combo CO 13 Shear Panels/HD's AP 13 Shear Panels/HD's CO 15 Roof/Reroof AP 15 Roof/Reroof PA 15 Roof/Reroof CO 13 Shear Panels/HD's NR 15 Roof/Reroof CO 31 Underground/Conduit-Wiring AP 34 Rough Electric WC 31 Underground/Conduit-Winng NR 81 Underground Combo AP 81 Underground Combo CO 21 Underground/Under Floor AP 21 Underground/Under Floor AP 22 Sewer/Water Service PA 21 Underground/Under Floor CO 22 Sewer/Water Service CO 14 Frame/Steel/Bolting/Welding WC 92 Compliance Investigation PA Insp RB RB RB RB RB RB RB RB JM JM RB RB RB RB RB RB RB RB PD PD Comments SEE ATTACHED NOTICE SEE LIST @ JOB SITE ROOF & DECK SYSTEM OK TO PAPER ROOF ONLY SEE NOTICE STOP SERVICE TO HOUSE METER OK HOUSE PLUS GARAGE, SETBACK VERIFIED SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR SITE NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE ? f TIME P / S LOCATION / > & K <^^a^^^^r PERMIT NO /, C // /rf.^lr^g A'./ /> c a FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1? I j YES FOR FURTHER INFORMATION, CONTACT BUILDING INSP&CTO^X CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 03/02/2004 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015' Inspector Total Time CD Description Act Comment 14 Frame/Steel/Boltmg/Weldmg Requested By CARLOS Entered By CHRISTINE C* <2- PCR03190 PCR04031 Associated PCRs/CVs ISSUED GRIFFITH RESIDENCE, DEFERED STELL SUBMITTAL ISSUED GRIPPING RES-INSTALLATION OF, CURVED WINDOW Inspection History Comments SEE LIST @ JOB SITE ROOF & DECK SYSTEM OK TO PAPER ROOF ONLY" SEE NOTICE STOP SERVICE TO HOUSE METER OK Date 02/11/2004 02/06/2004 01/30/2004 01/14/2004 01/13/2004 12/12/2003 12/12/2003 09/24/2003 09/24/2003 09/08/2003 09/05/2003 09/02/2003 08/04/2003 08/04/2003 08/04/2003 08/01/2003 08/01/2003 03/21/2003 03/21/2003 Description 13 13 15 15 15 13 15 31 34 31 81 81 21 21 22 21 22 14 92 Shear Panels/HD's Shear Panels/HD's Roof/Reroof Roof/Reroof Roof/Reroof Shear Panels/HD's Roof/Reroof Underground/Conduit-Wiring Rough Electric Underground/Conduit-Wiring Underground Combo Underground Combo Underground/Under Floor Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Frame/Steel/Bolting/Weldmg Compliance Investigation Act AP CO AP PA CO NR CO AP we NR AP CO AP AP PA CO CO we PA Insp RB RB RB RB RB RB RB JM JM RB RB RB RB RB RB RB RB PD PD HOUSE PLUS GARAGE, SETBACK VERIFIED @ SITE SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR CITY OF CARLSBAD BUILDING DEPARTMENT (760) 602-2700 1635 FARADAY AVENUE DATE LOCATION / ry /£(g^^~i PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPEC FOR FURTHER INFORMATION, CONTACT YES PHONE BUIltlWtfWsPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 01/30/2004 Permit# CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS Entered By CHRISTINE CD Description 15 Roof/Reroof Act Comment PCR03190 Comments OK TO PAPER ROOF ONLY SEE NOTICE STOP SERVICE TO HOUSE METE.R OK Associated PCRs/CVs ISSUED GRIFFITH RESIDENCE, DEFERED STELL SUBMITTAL Inspection History Act Insp PA RB CO RB NR RB CO RB AP JM WC JM NR RB HOUSE PLUS GARAGE, SETBACK VERIFIED I SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR Date 01/14/2004 01/13/2004 12/12/2003 12/12/2003 09/24/2003 09/24/2003 09/08/2003 09/05/2003 09/02/2003 08/04/2003 08/04/2003 08/04/2003 08/01/2003 08/01/2003 03/21/2003 03/21/2003 Description 15 15 13 15 31 34 31 81 81 21 21 22 21 22 14 92 Roof/Reroof Roof/Reroof Shear Panels/HD's Roof/Reroof Underground/Conduit-Wiring Rough Electric Underground/Conduit-Wiring Underground Combo Underground Combo Underground/Under Floor Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Frame/Steel/Bolting/Welding Compliance Investigation Act PA CO NR CO AP WC NR AP CO AP AP PA CO CO WC PA lns( RB RB RB RB JM JM RB RB RB RB RB RB RB RB PD PD iSITE ^- _ -/73(Jc ' f? \ I A"// CVX/O To IrJ 5 0 '6? v\J /- <>~biS~r~, A— x / ?* " e L, ^^.0 X *^ 'A // 0 eye. / C"/"V f f\ City of Carlsbad Bldg Inspection Request For 01/13/2004 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS Entered By ROBIN CD Description 15 Roof/Reroof Act Comment Associated PCRs/CVs PCR03190 ISSUED GRIFFITH RESIDENCE, DEFERED STELL SUBMITTAL Inspection History Comments STOP SERVICE TO HOUSE METER OK Date 12/12/2003 12/12/2003 09/24/2003 09/24/2003 09/08/2003 09/05/2003 09/02/2003 08/04/2003 08/04/2003 08/04/2003 08/01/2003 08/01/2003 03/21/2003 03/21/2003 Description 13 15 31 34 31 81 81 21 21 22 21 22 14 92 Shear Panels/HD's Roof/Reroof Underground/Conduit-Wiring Rough Electric Underground/Conduit-Wirmg Underground Combo Underground Combo Underground/Under Floor Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Frame/Steel/Bolting/Weldmg Compliance Investigation Act NR CO AP we NR AP CO AP AP PA CO CO we PA Insp RB RB JM JM RB RB RB RB RB RB RB RB PD PD HOUSE PLUS GARAGE, SETBACK VERIFIED @ SITE SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE IS* f LOCATION / f~& PERMIT NO A. (760) 602-2700 1635 FARADAY AVENUE TIME '*4 *X> +• r — I FOR INSPECTION CALL (760) 602 2725 RE-INSPECTION FEE DUE? L_l YES FOR FURTHER INFORMATION, CONTACT _ _ BUILI PHONE CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For 12/12/2003 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS Entered By ROBIN CD Description 13 Shear Panels/HD's 15 Roof/Reroof Act Comment Cd /7/0 Associated PCRs/CVs PCR03190 ISSUED GRIFFITH RESIDENCE, DEFERED STELL SUI3MITTAL Inspection History Act Insp AP JM WC JM NR RB Date Description 09/24/2003 31 Underground/Conduit-Wiring 09/24/2003 34 Rough Electric 09/08/2003 31 Underground/Conduit-Wiring 09/05/2003 81 underground Combo 09/02/2003 81 Underground Combo 08/04/2003 21 Underground/Under Floor 08/04/2003 21 Underground/Under Floor 08/04/2003 22 Sewer/Water Service 08/01/2003 21 Underground/Under Floor 08/01/2003 22 Sewer/Water Service 03/21/2003 14 Frame/Steel/Boltmg/Welding 03/21/2003 92 Compliance Investigation Comments SERVICE TO HOUSE METER OK AP CO AP AP PA CO CO RB RB RB RB RB RB RB WC PD PA PD HOUSE PLUS GARAGE, SETBACK VERIFIED @ SITE SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR CITY OF CARLSBAD BUILDING DEPARTMENT DATE 0 NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION PERMIT NO . £ - 0 15>TIME s, C v 7 C FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1? _ YES FOR FURTHER INFORMATION, CONTACT __ __ PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 09/05/2003 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time CD Description 11 Ftg/Foundation/Piers M L Requested By CARLOS Entered By CHRISTINE Act Comment Associated PCRs/CVs Inspection History Date Description 09/02/2003 81 Underground Combo 08/04/2003 21 Underground/Under Floor 08/04/2003 21 Underground/Under Floor 08/04/2003 22 Sewer/Water Service 08/01/2003 21 Underground/Under Floor 08/01/2003 22 Sewer/Water Service 03/21/2003 14 Frame/Steel/Bolting/Welding 03/21/2003 92 Compliance Investigation Act Insp Comments CO AP AP PA CO CO we PA RB RB RB RB RB RB PD PD SEE NOTICE ATTACHED SEWER ONLY SEE ATTACHED NOTICE MET W CONTRACTOR DAILY REPORT OF FIELD WORK TRIP NO _2i SHEET NO CLIENT p fr /3 ^ REP 4^£LEAR CONTRACTOR SUPT , COOL WINDY WARM OVERCAST RAIN PROJ NO MAMF j>L/<0 ADDRESS /?r A PURPOSE- . -.., ',/!/ ON-SITE TIME* FROM TO e^ •f .' a AA . fry A L L . EQUIPMENT/ACTIVITIES *TRAVEL Ml HR DATE OF WORK- TEST DATE LOCATION ELEV (ft) REFERENCE CRV MAX (pcf) OMC (X) IN-SITU MOIST DRY DENS (pcf) RELATIVE MOIST OOMP (*) TEST TYPE REMARKS NG SC DT A iX , S n M "7,0 ' tn n ,0 .0 IX A 7,O7.Vf 0^.4 /// i 92 ; , V A 7 iv> 7 I/V7 |"7. J.% ./ •'}—f l f kf t* c// tv/y / t. lrl^*rf*._L,AJ i >»S«? * MINIMUM FIELD TRIP IS 4 HOURS AND BILLED IN 4-HOUR INCREMENTS (TIME INCLUDES PWFrA&tW<$-S<TffcuS>/ re TRAVEL TIME & FfcLD WORK DOCUMENTATION). GEOTECHUCAL ENVRONMENTAL 17884409 (800)752-1004 REC'D BY •e (print) (company) LOTU5REP: 5/90 SUBJECT TO ALL LOTUS CONSULTING ENGINEERS f ft SCHEDULE AND GENERAL TERMS & CONDITIONS OF AGREEMENT DAILY REPORT OF FIELD WORK TRIP NO _SL SHEET NO CLIENT p e a--- REP '[CLEARsi CONTRACTOR lax. SUPT • £ WINDY .<XX)L WARM OVERCAST RAIN PROJ NO ;. oo^oH NAME i>L- /20'->A\. ADDRESS A PURPOSE- t. /-''VJ ON-SITE TIME* FROM. TO >rv ft./ A f . a /V> . irtv A L t. x"1 '. fauf , EQUIPMENT/ACTIVITIES / A/ef *TRAVEL Ml HR DATE OF WORK TEST DATE LOCATION ELEV (ft) REFERENCE CRV MAX (pcf) OMC (f) IN-SITU MOIST (*) DRY DENS (pcf) RELATIVE MOIST (X) COMP. TEST TYPE N6 SC DT REMARKS A i/ in "1-0 17* ,0 1 U . ^ 7.o 4 A 7-0 . 3 I/I \A \m 7,0 7«r . V -W-•7 . 7 »Oi? >' : ILL :<4 J/>7 J7. j.% ./ j M( . X4 / {"**• • MINIMUM FIELD TRIP IS 4 HOURS AND BILLED IN 4-HOUR INCREMENTS (TIME INCLUDES TRAVEL TIME & FIELD WORK DOCUMENTATION). ( &.-A/U*.** - OWL. GEOTECHiCAL 5/90 SUBJECT TO ALL LOTUS CONSULTING ENGINEERS f ft SCHEDULE AND GENERAL TERMS 8. CONDITIONS OF AGREEKNT City of Carlsbad Bldg Inspection Request For 09/02/2003 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment RB Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector Total Time Requested By CARLOS Entered By ROBIN CD Description 11 Ftg/Foundation/Piers Act Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 08/04/2003 21 Underground/Under Floor 08/04/2003 21 Underground/Under Floor 08/04/2003 22 Sewer/Water Service 08/01/2003 21 Underground/Under Floor 08/01/2003 22 Sewer/Water Service 03/21/2003 14 Frame/Steel/Bolting/Weldmg 03/21/2003 92 Compliance Investigation AP RB AP RB PA RB SEWER ONLY CO RB SEE ATTACHED NOTICE CO RB WC PD PA PD MET W CONTRACTOR NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE LOCATION PERMIT NO DATE - 2 - TIME /C ^ £^e . .- - --- - -.. #>. OsT^^ / 7^ ~7 -7. /^.-Ct.^_ /=y^/g J(g> Qa.^^a^__ ^t _^ _^ . FOR INSPECTION CALl (760) 602-2725 RE-INSPECTION FEE DUE? ! I YES FOR FURTHER INFORMATION, CONTACT BUILDINGTKiSPECTOR CODE ENFORCEMENT OFFICER © City of Carlsbad Bldg Inspection Request For 08/01/2003 Permit* CB020074 Title GRIFFIN RES-DEMO EXIST HOUSE Description 3310 SF, 402 SF GAR, 159 SF DECK Inspector Assignment Sub Type SFD 150 REDWOOD AV Lot 0 Type RESDNTL Job Address Suite Location APPLICANT DAVID PIERRE Owner GRIPPING FAMILY TRUST 10-02-91 Remarks Phone 7608452015 Inspector /—^/ Total Time CD Description 21 Underground/Under Floor 22 Sewer/Water Service Act Comment Requested By CARLOS Entered By ROBIN Associated PCRs/CVs Inspection History Date Description Act Insp Comments 03/21/2003 14 Frame/Steel/Bolting/Welding WC PD 03/21/2003 92 Compliance Investigation PA PD MET W CONTRACTOR CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION / J C? PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME. /~ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE'? L _' YES FOR FURTHER INFORMATION, CONTACT:ORMATION, C A/3 PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © J.E. LAMBERT, INC. PO. BOX 1116 VISTA, C A 92085-1116 (760) 724-7826 • FAX: (760) 724-1675 INSPECTION REPORT PAGE JOB# OF REPORTS PROJECT NAME ADDRESS C ARCHITECT ENGINEER: CONTRACTOR FABRICATION SOURCE INSPECTION DATE . PLAN FILE INSPECTION MATERIAL IDENTIFICATION ( ) STRUCTURAL STEED. ( ) FIELD WELDING*. ( )SHOPWELDING-__ ( )HSBOLT.' ( )REBAR GRADE: (XtEPOXY: BLDG PERMIT- OTHER ( ) CONCRETE CONG MIX #PSi: ( ) ELECTRODE'. ( ) OTHER: MATERIAL SAMPLING ( ) STRUCTURAL STEEL ( ) BOLTS ( ) CONCRETE ( ) REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS To //;.£, Certification of Compliance All work, unless otherwise noted, complies with the approved plans aad'specifieiations and the uhifqrrn-btfiiaing-cods/T NAME (PRINT)SIGNATURE CERTIFICATION NO:OFFICE USE ONLY BH J.E. LAMBERT, INC. P.O. BOX 1116 VISTA, CA92085-1116 (760) 724-7826 • FAX- (760) 724-1675 INSPECTION REPORT PAGE JOB# .OF REPORTS PROJECT NAME ADDRESS P P I ft*"* ARCHITECT ENGINEER je± CONTRACTOR A £- C INSPECTION MATERIAL IDENTIFICATION ( ) STRUCTURAL STEEL: ( ) FIELD WELDING'. ( ) SHOP WELDING' ( )HSBOLT» FABRICATION SOURCE- INSPECTION DATE PLAN FILE. ~*7' ( )REBAR GRADE: EPOXY: -2. BLDG PERMIT. OTHER ( ) CONCRETE CONG MIX #PSi: ( ) ELECTRODE'. ( ) OTHER: ( ) STRUCTURAL STEEL MATERIAL SAMPLING ( ) BOLTS ( ) CONCRETE ( ) REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS Certification of Compliance All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code NAME (PRINT) CERTIFICATION Nn OFFICE USE ONLY BH n*i J.E. LAMBERT, INC. P.O. BOX 1116 VISTA, CA 92085-1116 (760) 724-7826 • Fax: (760) 724-1675 Project Code or Shear \A Type of Weld Lc Date f@ /h fo/IL. ' -.. -""" We, th the req Inspect Manufa REPORT OF NONDESTRUCTIVE EXAMINATION OF WELDS G^lPFrtic de.S\J!e.«ce. Address /£~O /1eJu'»eJfid,£4Jl/"tjfi/l-*fsf. Standard D /. / /ave Anele / O Current >cation and Identification Sketch' Weld Identification [*/ £ ^T l/v\ eJM<3-fa 1 r trCnltA r uLC ft ^1 £-AS t IttoW fin 1 r ISCtUj f (JLi, Pi M '' i Type of Transdu Reporte< 1 Area T-//T T^-R Test U T7 Method -$l> &^ * cer Size • 7^"X ~J £~ MH? -^- •* 6 j To &\^\<(&V |T~- t- f fl '" Interpretation Accept L/ I/ Reject if Repairs Accept Reject • Remarks e undersigned, certify that the statements in this record are correct and that the welds tested are in accoi dance with jirements of Uie above listed code of standards ->r ^/^CA> /^ y^-tsn^^^ Level of Certifications ^€-^cL TH - - • ^ cturer/Contractor -So^H^A^C (a^^/ A'ijt Da honzed by te (A - <^^A**~<:AI,ST. Z-o-$ ---'''- J.E. LAMBERT, INC. - -PO. BOX 1116*" VISTA, CA 92085-1116 (760) 724-7826 • FAX (760)724-1675 INSPECTION REPORT PAGE JOB# OF / PROJECT NAME ADDRESS REPORT# ARCHITECT Kenneth L. Chnss ENGINEER- AM Engineers INSPECTION MATERIAL IDENTIFICATION ( ) STRUCTURAL STEELi ( ) FIELD WELDING'- ( ) SHOP WELDING-. CONTRACTOR FABRICATION SOURCE h VY\- P ft k INSPECTION DATE / &~ PLAN FILE - ( ) REBAR GRADE:. ( )EPOXY,r BLDG PERMIT CB020074 OTHER ( ) CONCRETE CONG MIX #PSI'. ( ) ( ) OTHER: ( )STRUCTURAL STEEL MATERIAL SAMPLING ( ) BOLTS ( ) CONCRETE ' (' ) REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS A its 5 I I r Certification of Compliance All work, unless otherwise noted, compliesj/vith.the approved plans^ancl|fecifications and the^upKorrn/building^pode NAME (PRINT) ^tfm f£ *4 Jp»"t&0&f STONATTIU/ ^ CERTIFICATION NO:OFFICE USE ONLY BH EsGil Corporation In ^Partnership with government for 'BuiCding Safety DATE July 5, 2002 Q APPLICANT fU JURIS? JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 02-74 SET V PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME SFD W/Att. Garage -Griffing Residence | | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes [XI 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 X] Esgil Corporation staff did not advise the applicant that the plan check has been completed I | 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 IXI REMARKS Please have the engineer of work sign the structural drawings v By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ n PC 7/1/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 > (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In ^Partnership with government for 'Buitd.ing Safety DATE May 21, 2002 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 02-74 SET III PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME SFD w/att. Garage-Griffing Residence. 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 checklist and should be corrected and resubmitted for a complete recheck ™ The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person ™ The applicant's copy of the checklist has been sent to Kennith Chnss Architect P O Box 848, Oceanside, CA 92054 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 Kennith Telephone # (760)433-1785 Date contacted S- 22^2. (by c£y) Fax # 2810 Mail iXTelephone Faxv"' In Person REMARKS By Bert Domingo Enclosures Esgil Corporation D MB D EJ D PC 5/13/02 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92 1 23 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad O2-74 May 21, 20O2 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 02-74 PROJECT ADDRESS 150 Redwood Avenue SET III DATE PLAN RECEIVED BY ESGIL CORPORATION 5/13/02 REVIEWED BY Bert Domingo DATE RECHECK COMPLETED May 21, 2002 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 A Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad O2-74 May 21, 2002 PLANS • 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 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 1. Final set of 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) This will be checked when all the items below are met. • FIRE PROTECTION 4. Show locations of permanently wired smoke detectors with battery backup c) On each story Not shown on the 1st floor on sheet E2 as responded • GENERAL RESIDENTIAL REQUIREMENTS 9 Dimension on the plans, 30" clear width for water closet compartments and 24" clearance in front of water closet Section 2904 No dimension shown on sheet 4 as responded. Please see the space for the bath 2 on the 2nd floor. Carlsbad O2-74 May 21, 2002 FOUNDATION REQUIREMENTS The response was in progress. 24 Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. a) The soil's report has EXPIRED. See page 9 of the report and prove otherwise b) Clarify soil's report indicating 2nd floor addition to existing SFD. Is this not a new 3 story SFD? Prove otherwise and provide necessary addendum letters, reports, etc. from the soil's engineer. 25. 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). 26. Foundation plan and details has not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • MISCELLANEOUS 57 Provide necessary details, notes, etc and specify at all locations for shaft enclosures to maintain a complete one-hour fire resistive construction / e , protection of openings, etc Section 711 See door symbol [4] The detail for the elevator shaft should reflect the one hour construction materials to be used. The note 1 as responded on sheet 11 for the elevator shaft referenced details R/9 & S/9 but not compatible. 65. Resubmit for a complete recheck. c) Please show detail how the drag/beam collectors would be tied into the frame system. Please cross reference on the framing plan. The response referencing to pages 40-41 is not compatible d) A complete foundation check when the soils report is submitted. Carlsbad O2-74 May 21, 2002 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 Tony Embuido at Esgil Corporation Thank you Carlsbad O2-74 II April 19, 2002 EsGil Corporation In Partnership with government for 'BuiCtfin^ Safety DATE April 19, 2O02 a AEkjCANT a UURIS^ JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 02-74 SET II PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME SFD W/Att. Garage for Griffmg 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 This transmittal 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 this transmittal has been sent to Kenneth Chriss Architect P O Box 848, Oceanside, CA 92054 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 Kenneth Telephone # (760)433-1785 Date contacted H/«-Jo2-(by f^x) Fax # (760)433-2810 Mail ^-^felephone Fax ^ In Person REMARKS It seems that the only submittal for this cycle is the upgrading of the soils report Therefore the correction list dated 3/22/02 is still outstanding By Bert Domingo Enclosures Esgil Corporation D GA n MB n EJ D PC 4/15/02 tmsmUdot EsGil Corporation In Tartnership with government for Quitting Safety DATE March 22, 2002 a APPLICANT ECJURIS3 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 02-74 SET II PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME SFD w/att. Garage - Griffing Residence | | 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 checklist and should be corrected and resubmitted for a complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person ™ The applicant's copy of the checklist has been sent to Kennith Chriss Architect P O Box 848, Oceanside, CA 92054 I | 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 Kenneth Chriss Telephone # 760-433-1785 Date contacted &22-61- (by Av) Fax # 760-433-2810 Mail ~^Telephone Fax--' In Person REMARKS By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 3/12/02 trnsmtidot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 02-74 March 22, 2O02 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O2-74 PROJECT ADDRESS 150 Redwood Avenue SET II DATE PLAN RECEIVED BY ESGIL CORPORATION 3/12/02 REVIEWED BY Bert Domingo DATE RECHECK COMPLETED March 22, 2002 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 A Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? DYes Q No Carlsbad O2-74 March 22, 2002 PLANS • 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 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 1. Final set of 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) This will be checked when ail the items below are met. • FIRE PROTECTION 4. Show locations of permanently wired smoke detectors with battery backup c) On each story Not shown on the 1st floor on sheet E2 as responded • GENERAL RESIDENTIAL REQUIREMENTS 9 Dimension on the plans, 30" clear width for water closet compartments and 24" clearance in front of water closet Section 2904. No dimension shown on sheet 4 as responded. Please see the space for the bath 2 on the 2nd floor. Carlsbad 02-74 March 22, 20O2 FOUNDATION REQUIREMENTS The response was in progress. 24 Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. a) The soil's report has EXPIRED. See page 9 of the report and prove otherwise. b) Clarify soil's report indicating 2nd floor addition to existing SFD. Is this not a new 3 story SFD? Prove otherwise and provide necessary addendum letters, reports, etc. from the soil's engineer. 25. 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). 26. Foundation plan and details has not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • MISCELLANEOUS 57 Provide necessary details, notes, etc and specify at all locations for shaft enclosures to maintain a complete one-hour fire resistive construction / e , protection of openings, etc Section 711 See door symbol [4] The detail for the elevator shaft should reflect the one hour construction materials to be used. The note 1 as responded on sheet 11 for the elevator shaft referenced details R/9 & S/9 but not compatible. 65. Resubmit for a complete recheck. c) Please show detail how the drag/beam collectors would be tied into the frame system. Please cross reference on the framing plan. The response referencing to pages 40-41 is not compatible d) A complete foundation check when the soils report is submitted. Carlsbad O2-74 March 22, 20O2 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 Tony Embuido at Esgil Corporation Thank you EsGil Corporation In Partnership with government for fBuiC£mg Safety DATE January 18, 2002 O^APPLJCANT JURIS, JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 02-74 SET I PROJECT ADDRESS ISO Redwood Avenue PROJECT NAME SFD w/att. Garage - Griffing Residence 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck ™ The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the checklist has been sent to Kennith Chnss Architect P O Box 848, Oceanside, CA 92054 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 Kenneth Chnss IK. Telephone # 760-433-1785 Date contacted <\l£b (by T^) Fax # 760-433-2810 Mail'' Telephone *•— Fax '•'"In Person REMARKS By Tony Embuido Enclosures Esgil Corporation D GA D MB D EJ D PC 01/10/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858) 560-1468 4 Fax (858) 560-1576 Carlsbad O2-74 January 18, 2002 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 02-74 JURISDICTION Carlsbad PROJECT ADDRESS 150 Redwood Avenue FLOOR AREA 3940-R3 STORIES 3 402-U1 DECKS/BALCONIES-159 HEIGHT -30' REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION 01/08/02 ESGIL CORPORATION 01/10/02 DATE INITIAL PLAN REVIEW PLAN REVIEWER Tony Embuido COMPLETED January 18, 2002 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 O2-74 January 18, 20O2 . PLANS • 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 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 1 Final set of 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) 2 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC See cover sheet and indicate code years 3 Specify on the Title Sheet of the plans the gross floor area of each element of this project, including 3rd floor (story) Section 106 3 3 See sheet 5 • FIRE PROTECTION 4 Show locations of permanently wired smoke detectors with battery backup a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair e) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway • NOTE Detectors shall sound an alarm audible in ail sleeping areas of the unit Section 3109 1 Carlsbad 02-74 January 18, 2002 GENERAL RESIDENTIAL REQUIREMENTS 5 Show on the title sheet all structures, pools, site retaining walls, etc included under this application Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included " Section 106 3 3 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 openable from the inside to provide a full, clear opening without the use of separate tools Section 310 4 7 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided Section 1203 3 8 Note that the discharge point for exhaust air will be at least 3' from any opening which allows air entry into occupied portions of the building Section 1203 3 9 Dimension on the plans, 30" clear width for water closet compartments and 24" clearance in front of water closet Section 2904 10 Glazing in the following locations should be safety glazing material in accordance with Section 2406 4 (see exceptions) Specify tempered glass where required per below a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and dram inlet c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface 11 A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 44" in height Section 507 The floor shown on sheet 5 does not appear to be a mezzanine floor but a story. Prove otherwise. Carlsbad 02-74 January 18, 2002 12 The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story Section 507 • EXITS, STAIRWAYS, AND RAILINGS 13 Floors above the second story shall have not less than 2 exits Section 1004232 Exceptions 1 Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story 2 When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Provide tabulation on sheet 5 for clarity purposes 14 Provide stairway dimensions per below Sections 1003 3 3 See stairway leading to the 3rd floor and specify for clarity a) Minimum width is 36" 15 Handrails (Section 1003 3 3 6) a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous b) Ends of handrails shall be returned or shall have rounded terminations or bends 16 Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width Such dimension need not exceed 36" Sections 1003 3 3 5 and 1003 3 1 7 See intermediate landing & specify 17 Provide details of winding stairway complying with Section 1003 3382 a) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest Dimension on plans 18 The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for 1-hour fire-resistive construction Section 1003339 • ROOFING 19 Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of % inch per foot for drainage Section 1402 3 20 Show roof drains and overflows Sections 1506 2 and 1506 3 21 Specify minimum % inch per foot roof slope for drainage or design to support accumulated water Section 1506 1 Carlsbad O2-74 January 18, 2002 22 Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters) 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. Section 1505 3 23 Note on the plans "Attic ventilation openings shall be covered with corrosion- resistant metal mesh with mesh openings of 1/4-inch in dimension " Section 15053 . FOUNDATION REQUIREMENTS 24 Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 a) The soil's report has EXPIRED See page 9 of the report and prove otherwise b) Clarify soil's report indicating 2nd floor addition to existing SFD Is this not a new 3 story SFD'? Prove otherwise and provide necessary addendum letters, reports, etc from the soil's engineer 25 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) 26 Foundation plan and details has not been completely checked due to lack of soil's report Additional corrections may follow upon submittal • FRAMING/STRUCTURAL 27 Show on the plans all structural requirements developed in the structural calculations Section 106 3 3 a) Recheck design calc's It appears to be incomplete Prove otherwise / e , beam sizes not specified, section modulus incomplete, steel columns, etc b) Recheck exposure coefficient based on height of proposed building How was 0-15' high derived*? Prove otherwise See design criteria c) Where's the complete design of steel moment frame shown at front living room'? / e, footing design, base plates, connections, etc for S W #13 d) Where's design of steel columns shown on foundation & framing plans'? e) Engineer of record to verify consistency of the calc's with the foundation and framing plans, as well as sections, details, etc f) Additional corrections may follow upon complete submittal Carlsbad 02-74 January 18, 2OO2 28 Provide additional complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements Section 106 3 3 29 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2314 See steel pipe columns to beams, etc 30 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2315 / e , cantilever conditions, etc 31 Clearly cross-reference a// details where applicable, and provide any additional details necessary for referencing a) Provide cross section framing elevation where steel moment frame occurs and cross-reference See along S W #13 32 Show stud size & spacing Maximum allowable stud heights Bearing wall 2x4 and 2x6 max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 23-IV-B 33 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G • MECHANICAL (UNIFORM MECHANICAL CODE) 34 Show the type and size (BTU's) of all heating and cooling appliances or systems 35 Show source of combustion air to furnace, per Chapter 7, UMC Show the location and size of the combustion air openings 36 Specify on the plans the following information for the fireplace(s), per Section 10633 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show height of chimney above roof per ICBO approval or UBC Table 31-B e) Note on the plans that approved spark arrestors shall be installed on all chimneys UBC, Section 3102 3 8 37 How does the chimney flue stack between floors where fireplaces are shown on floor plans'? Clarify and correct as necessary 38 Provide dryer vent to outside The maximum length is 14 feet with two 90-degree elbows UMC, Section 504 3 2 a) Indicate louvered type doors for door symbol [9] Carlsbad O2-74 January 18, 2002 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 39 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 40 For a single-family dwelling unit, show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling NEC Art 210-52 (e) This receptacle must be GFCI protected 41 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 counter tops 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 42 Show on the plan that receptacle outlets in hallways comply with NEC Art 210-52(h), which reads as follows For hallways of 10 feet or more in length at least one receptacle outlet shall be required 43 Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit Such circuits shall have no other outlets This circuit may serve more than one bathroom NEC Art 210-52(d) 44 Show on the plans a wall receptacle adjacent to each lavatory in the bathroom NEC Art 210-52(d) 45 Show at least one wall switch-controlled lighting outlet to be installed in every habitable room, in bathrooms, hallways, stairways, attached garages, and detached garages with electric power, and at the exterior side of outdoor entrances or exits At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps NEC Art 210(a) 46 Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art 210-8, which reads as follows Specify GFCI outlets at all locations per below All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, outdoors, kitchen counters and at wet bar sinks. Carlsbad O2-74 January 18, 2002 • PLUMBING (UNIFORM PLUMBING CODE) 47 Show water heater size and type on plans UPC, Section 501 0 48 Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1" 49 Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608 5 50 Show shower stall can accommodate a 30" circle and has a minimum floor aroa of 1,024 sq in UPC Section 410 4 51 Provide a note on the plans In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves UPC, 412 7 52 New water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) • ENERGY CONSERVATION 53 The window schedule shall clearly describe the required U-factor and solar heat gam coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations 54 Detail or note on the plans "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space Drop ceilings, wall cavities and equipment platforms may not be used as plenums" 55 Specify (check mark) on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" See sheet 23 and complete 56 Note on the plans "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations " • MISCELLANEOUS 57 Provide necessary details, notes, etc and specify at all locations for shaft enclosures to maintain a complete one-hour fire resistive construction / e, protection of openings, etc Section 711 See door symbol [4] 58 Clarify construction type shown on project information as V-1? Is this not a non- rated (N) construction? Also, what about correct # of stories'? Carlsbad O2-74 January 18, 2002 59 Clarify and correct locations of bubbles shown on section plans See sheet 7 It appears to be in wrong locations per building section notes See other locations with the same type of problems 60 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 61 Nails for shear transfer connection (using A35's, etc ) may not be driven parallel to the flanges of TJI's (i e , along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained Details or notes on the plans should make this clear Nails may be driven perpendicular to TJI flanges 62 New residential units must be pre-plumbed for future solar water heating Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No 8093) 63 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof (City Ordinance No 8093) 64 All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy) 65 Resubmit for a complete recheck 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 Tony Embuido at Esgil Corporation Thank you ESGIL CORP. Fax'18585601576 Mar 25 2002 1413 P.10 Carlsbad 02-74 March 22, 2002 City of Carlsbad B u i I d i n cj Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Flan Check No. CB02-74 Job Address or Legal Description 150 Redwood Avenue 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 mis sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department pnor 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 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) CftfUbftd 09-74 March 23* 3002 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: f, as the owner, or agtnt of toe owner (contractor or the archtoctfrnoineer of record, w« be responsible foremptoyingtha«pecialin«pector(«)a8 required by Uniform BufkUng Code (U9C) Section 1701.1 for the construction project located at the siMited above UBC Section 106.3.5, I,MtheengiMrtttchileaofiWQrd,c«ft^ required by UBC SscbOn 106.35 for fhc Construction project located at the the listed above. 1. Ltal of work nMiuiring $pe«iaJ Solto CompHwMW Prior to Foundation Inspection Slnwturai Concrete Over 2900 P8I M Preetressed Concretem Structural Masonry Deelgmr$pe«Hled Field Welding High Strength BoWng Bxpejislon/Epoxy Anchors Other 2. N»me(s) of IndMduaHs) or firm(s) reepomMble for the cpeeial inepecttone lieted above; A. 8. c. f. 3. Duties of the spedsl inspectors for the work listed above: A, B. /\IL P/E^O c. »pectol )upMk» «Wl otoek in wHK t*« ftty «ntf puttem Vwr owiont^ for approve a!sd9llWnrUno*ortc on lh« job ««• 20 N9IS3dt>91 Carlsbad O2-74 January 18, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 02-74 PREPARED BY Tony Embuido DATE January 18, 2002 BUILDING ADDRESS 150 Redwood Avenue BUILDING OCCUPANCY R-3/U-1 TYPE OF CONSTRUCTION V-N BUILDING PORTION PER CITY SFD GARAGE DECKS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 3940 402 159 CB Valuation Multiplier By Ordinance Reg Mod VALUE ($) 305,795 305,795 Bldg Permit Fee by Ordinance | Plan Check Fee by Ordinance Type of Review D Repetitive Fee Repeats Complete Review D Other r- Hourly D Structural Only Hour* Esgil Plan Review Fee $1,181.04 $767.68 $661.38 Comments Sheet 1 of 1 macvalue doc City of Carlsbad Public Works — Engineering DATE BUILDING ADDRESS BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER 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 see/~theN attached report of deficiencies marked witl|(_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 Date _L By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT; Date: '-' '-' D "-" '-' D '-' ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name TANIYA WADE ^ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 _ CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 92008-7314 - (760) 602-272O • FAX (760^,2-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A- North Arrow B^ Existing & Proposed Structures G^ Existing Street Improvements D* Property Lines Right-of-Way Width & Adjacent Streets nveway widths xistmg or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service 2 Show on site plan /"A"~brainage 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 " ^fr^'Existing & Proposed Slopes and Topography >fze, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, >cond dwelling units and apartment complexes are an exception Jewer and water laterals should not be located within proposed driveways, per standards D D 3 Include on title sheet address EJx'Assessor's Parcel Number C/tegal 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\DOCS\CHKLST\BuMing Plancheck CHst Form (Genertc).doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST -| ST 2ND~~-v 3rd /o)/n )ISCRETIONARY APPROVAL COMPLIANCE 4a Project does^not Project No Cc ply with the following Engineering Conditions of approval for ]~\ 4b All conditions are in compliance Date D D D DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V-T 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 D IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H \WORD\OOCS\CHKLSTVBuilding Planctieck Cklst Forni (RIDDLE HARVEY 7 12-00) doc Rev 12/2WM ST BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 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 [13 EH 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 Permit Grading Inspector sign off by Date D D D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\Buildlng Plancheck Cklst Form (Qenwfc 7 14-00) doc RD OK D n n n n BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 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 D m n n D D D INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance dustnal Waste permit accepted by Date 11 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 lequired fees are attached No fees required WATER METER REVIEW 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\BuMlng Ptancheck CMst Form (Generic) doc 1ST •)ND }RD D D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) 2 If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 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\DOCSVCHKLST\BuHdlng Ptancheck CMst Form (Generic) doc BUILDING PLANCHECK CHECKLIST ST ND RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D C] 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 \WORDOOCS\CHKLST\BuWng Plancheck CUst Fwm (Genetic) doc J 8 8 000 J c c_« re Q- Q- Q. D D D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN 09-QoT-f Address Phone (760) 602- Type of Project & Use _ Zoning General Plan CFD (in/out) #_Date of participation : Project Density Facilities Management Zone Remaining net dev acres DU/AC Circle One (F°r non-residential development Type of land used created by this permit _ ) Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES _ NO/<2_ TYPE Compliance with conditions of approval7 If not, state conditions'which require action Conditions of Approval Q cWDiscretionary Action Required* APPROVAL/RESO NO _ PROJECT NO VJO -HCW YES vJy NO DATE TYPE OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES }^ NO CA Coastal Commission Authority7 YES NO r If California Coastal Commission Authefrty, Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA^^KJS^W^, (619) 767-2370 Determine status/fCoastal Permit Required^JT Exempt) /•" Coastal Permit [Determination Form aln? If NO, complete\Coastal Permit Coastal Permit De^ternwwrtrOnLog # fy completed7 YES finination Form now 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 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 D D D D 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 2 Project complies YES_NO Zoning- X'l//' L, 1 2 Setbacks / Front Interior Side Street Side Rear Top of slope Accessory structure Front Interior Side Street Side Rear Structure separation /r- p/ V Required Required Required Required Required setbacks Required Required Required Required Required ^ Required Required Required Required Required Shown Shown Shown Shown Shown Y1\ s^* \IV~ r* /I M/ \fl\j 1 U^II' v Required Required Required Required Required Shown Shown Shown Shown Shown , 3 Lot Coverage 4 Height 5 Parking Required Required Spaces Required Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 City of Carlsbad Planning Department PLANNING COMMISSION NOTICE OF DECISION December 24, 2001 Kenneth Chnss P O Box 348 Oceanside, CA 92049 SUBJECT: CDP 01-32 - GRIPPING RESIDENCE At the Planning Commission meeting of December 19, 2001, your application was considered The Commission voted 7-0 to APPROVE your request The decision of the Planning Commission became final on December 19, 2001 The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure, Section 1094 6, which has been made applicable in the City of Carlsbad by Carlsbad Municipal Code 116 Any petition or other paper seeking judicial review must be filed in the appropriate court not later than the ninetieth day following the date which this decision becomes final, however, if within ten days after the decision becomes final a request for the record of the proceedings accompanied by the required deposit in an amount sufficient to cover the estimated cost of preparation of such record, the time within which such petition may be filed in court is extended to not later than the thirtieth day following the date on which the record is either personally delivered or mailed to the party, or his attorney of record, if he has one A written request for the preparation of the record of the proceedings shall be filed with the Planning Director, Michael J Holzmiller, Secretary of the Planning Commission, 1635 Faraday Avenue, Carlsbad, CA 92008 If you have any questions regarding the final dispositions of your application, please call the Planning Department at (760) 602-4600 Sincerely, MICHAEL Planning Director MJHCDmh Enclosed Planning Commission Resolution No 5125 i 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-4600 • FAX (760) 602-8559 • wwwci carlsbad ca us AM ENGINEERS Consulting structural engineers 325 W 3rd Ave , Suite 205 * Escondido, CA 92025 Phone (760) 741 -73061 Fax (760) 738-6364 STRUCTURAL CALCULATIONS PROJECT NAME PROJECT NO CLIENT Griffmg Residence 21079 4 Design Architecture & Planning This signature is to be a wet signature not a copy APPROVED : DATE SIGNED DESIGNED BY DATE : A M December 2001 AM ENGINEERS 325 W 3rd Ave, Suite 205, Escondido, CA. 92025 Phone (760) 741-7306 Fax (760) 738-8364 December 14, 2001 DESIGN CRITERIA Seismic: Wind: Soils: Concrete: Reinforc.: Lumber: Steel: Weld: Code: (Roof Loading) Roofing Wt Plywood Trusses Insulation Gyp Brd Slope Adj Misc (Floor Loading) 20psf 1 5psf 3 Opsf OSpsf 25psf 1 Opsf 1 Spsf Plywood Joists insulation Gyp Brd Misc 2 Spsf 3 Opsf OSpsf 2 Spsf 1 7psf Zone IV Exp "C" Brg =1500 psf f c=2500 psi Fy=60000 psi Fy=40000 psi DF/L #1 DF/L#2 24F-V4 24F-V8 DL= LL= V=0 269W 12psf 20psf DL= LL= Exit LL= 10psf 40psf 100 psf for footings and slab for #5 and grater for #4 and smaller for 2X rafters, 2x joists, beams and posts for 2x studs for simple span glue-laminated beams for continuous glue-laminated beams ASTM A500, grade B for tubular sections ASTM A501 , or ASTM ASS, type E grade B for circular sections ASTM A36 for wide flange sections and plates Welding should conform to AWS D1-1 All welding shall be done by electric arc process using approved rods and performed by certified welders All fabrication and welding shall be performed in the shop of an approved fabricator The approved fabricator must submit a certificate of compliance in accordance with U B C section 1701 7 All field welding requires continuous special inspection and all shop welding requires periodic special inspection UBC 1997 edition A M ENQfcEERS Consulting Structural Engineers (760)741-7306 JOB SHEET NO CALCULATED BY _OF DATE U[.7 i / q*l* \&* i! 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SHEET NO CALCULATED BY OF DATE 01 - ft To uP TO 01 Up . !3f l y; 'PROGRAM : General Frame Analysis v2.05 A M Engineers JOB : #21079 RUN : Griffing Residence (S.W.#13) TIME PAGE NO. 27 Thu Feb 14 16:03:18 2002 JOB NO. : 42 NODE NO NODAL NODAL COORDINATES X Y INFORMATION SUPPORT CONDITIONS CODE PX STIFF PY STIFF M STIFF Units : Ft 1 2 3 4 0.000 0.000 9.000 9.000 Ft 0.000 8.000 8.000 0.000 K /In K /In K -In /Deg H H ELEM NO 1 2 3 ELEMENT NE PE ELEM NODE NODE LENGTH 1 2 4 INFORMATION BETA PROP ELEM ANGLE TYPE TYPE Units : Ft 2 3 3 8.000 9.000 8.000 Deg 90.00 0.00 90.00 NE HINGE PE HINGE =====:==:: 1 BEAM 1 BEAM 1 BEAM PROP NO PROPERTY SECTION NAME MODULUS INFORMATION AREA DIST ====== 1 W 12x26 Units : K /In 2 2.96+004 In2 7.65 In4 204 Ft REG NO LOAD CASE ELEMENT LOAD LOAD TYPE SYS Description : dl Element List : 2 1 1 UNIF GLO Description : 11 Element List : 2 2 2 UNIF GLO LOAD DIST SPEC DIST 1============= Units : Ft INFORMATION DIST DIST MPX PY K /Ft K /Ft Ft-K /Ft B E B E 0.00 9.00 0.00 9.00 0.00 0.00 0.00 0.00 -0.32 -0.32 -0.38 -0.38 0.00 0.00 0.00 0.00 PROGRAM : General Frame Analysis V2.05 PAGE NO. 28 A M Engineers TIME : Thu Feb 14 16:03:21 2002 JOB : #21079 JOB NO. : 42 RUN : Griffing Residence (S.w.#13) NODAL LOAD INFORMATION REG LOAD LOAD PX PY M NO CASE TYPE DX DY BETA Units : K K Ft-K Ft Ft Deg Description : Seismic Node List : 2 1 3 FORCE 3.70 0.00 0.00 PROGRAM : General Frame Analysis v2.05 A M Engineers TIME : Thu Feb JOB : #21079 RUN : Griff ing Residence (S.W.#13) NODAL DISPLACEMENTS NODE LOAD NO CASE DX DY ROTATION Units : In In 1 1 0.0000 0.0000 2 0.0000 0.0000 3 0.0000 0.0000 2 1 0.0000 -0.0006 2 0.0000 -0.0007 3 0.1471 0.0014 3 1 0.0000 -0.0006 2 0.0000 -0.0007 3 0.1462 -0.0014 4 1 0.0000 0.0000 2 0.0000 0.0000 3 0.0000 0.0000 ELEMENT FORCES ELEM LOAD NODE NO CASE NO AXIAL Units : K 11 1 -1.4400 2 -1.4400 2 1 -1.7100 2 -1.7100 3 1 3.2889 2 3.2889 21 2 -0.1692 3 -0.1692 2 2 -0.2010 3 -0.2010 3 2 -1.8466 3 -1.8466 31 4 -1.4400 3 -1.4400 Deg 0.0025 0.0030 -0.1154 -0.0051 -0.0060 -0.0326 0.0051 0.0060 -0.0323 -0.0025 -0.0030 -0.1147 SHEAR K -0.1692 -0.1692 -0.2010 -0.2010 1.8534 1.8534 1.4400 -1.4400 1.7100 -1.7100 -3.2889 -3.2889 0.1692 0.1692 PAGE NO. 29 14 16:03:21 2002 JOB NO. : 42 MOMENT K -Ft 0.0000 -1.3538 0..0000 -1.6077 0.0000 14.8268 -1.3538 -1,3538 -1.6077 -1.6077 14.8268 -14.7732 0.0000 1.3538 PROGRAM : General Frame Analysis V2.05 A M Engineers JOB : #21079 RUN : Griffing Residence (S.W.#13) PAGE NO. 30 TIME : Thu Feb 14 15:59:47 2002 JOB NO. : 42 ELEM LOAD NO CASE 2 3 NODE LOAD NO CASE 1 1 2 3 4 1 2 3 E L E M E NODE NO 4 3 4 3 R E A PX Units : K 0.1692 0.2010 -1.8534 -0.1692 -0.2010 -1.8466 NT FORCE AXIAL -1.7100 -1.7100 -3.2889 -3.2889 C T I O N S PY K 1.4400 1.7100 -3.2889 1.4400 1.7100 3.2889 S SHEAR MOMENT 0.2010 0.0000 0.2010 1.6077 1.8466 0.0000 1.8466 14.7732 MOMENT K -Ft 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 PROGRAM : General Frame Analysis v2.05 ' PAGE NO. 31 A M Engineers TIME : Thu Feb 14 15:59:47 2002 JOB : #21079 JOB NO. : 42 RUN : Griff ing Residence (S.W.#13) NODE NO LOAD COMB COMB NODAL D LOAD COMB DX Units : In COMBINATIONS : 1 : 1.00 X CASE 1 + 1.00 X CASE 2 2 : 1.00 X CASE 1 + 1.00 X CASE 3 1 1 0.0000 2 0.0000 2 1 0.0001 2 0.1471 3 1 -0.0001 2 0.1461 4 1 0.0000 2 0.0000 ELEM ELEM LOAD NODE NO LOAD COMB COMB 1 COMB NO AXIAL Units : K COMBINATIONS : 1 : 1.00 X CASE 1 + 1.00 X CASE 2 2 : 1.00 X CASE 1 + 1.00 X CASE 3 1 1 -3.1500 2 -3.1500 2 1 1.8489 2 1.8489 ISPLACEMENTS DY ROTATION In Deg 0.0000 0.0055 0.0000 -0.1129 -0.0014 -0.0111 0.0008 -0.0377 -0.0014 0.0111 -0.0020 -0.0272 0.0000 -0.0055 0.0000 -0.1172 ENT REPORTS SIGN CONVENTION : BEAM DESIGNERS SHEAR MOMENT MAX MOM/DEFL K K -Ft K -Ft /In -0.3702 0.0000 -0.3702 -2.9615 0.0036 1.6841 0.0000 1.6841 13.4730 -0.0162 DIST Ft 4.62 4.62 PROGRAM : General Frame Analysis V2.05 A M Engineers JOB : #21079 RUN : Griffing Residence (S.W.#13) PAGE NO. 32 TIME : Thu Feb 14 15:59:47 2002 JOB NO. : 42 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL 212 3 2 2 3 314 3 2 4 3 NODE LOAD NO COMB -0.3702 -0.3702 -2.0159 -2.0159 -3.1500 -3.1500 -4.7289 -4.7289 R E A PX — —— • — — — — — 3.1500 -3.1500 -1.8489 -4.7289 0.3702 0.3702 2.0159 2.0159 C T I O N PY -2.9615 4.1260 -2.9615 -0.0087 13.4730 -16.1270 -0.0082 0.0000 2.9615 -0.0036 0.0000 16.1270 -0.0193 S MOMENT DIST 4.50 4.50 2.36 4.62 4.62 Units K K K -Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 2 : 1.00 X CASE 1 + 1.00 X CASE 3 1 2 0.3702 •1.6841 3.1500 -1.8489 0.0000 0.0000 1 2 •0.3702 -2.0159 3.1500 4.7289 0.0000 0.0000 DEFORMED SHAPE LOAD COMB #2 MINIMA X 0 000E+000 Y-l 705E-004 MAXIMA X 1 226E-002 Y 6 667E-005 NOTES JOB ID- #21079 RUN ID. Griffing Residence (S.W.#13) A M ENQPEERS Consulting Structural Engineers (760)741-7306 JOB. SHEET NO -=#1107? CALCULATED BY .OF DATE fan 71 43 1 H A M ENQPEERS Consulting Structural Engineers (760)741-7306 JOB. SHEET NO CALCULATED BY .OF DATE 4 - A M ENG^EERS Consulting Structural Engineers , (760)741-7306 JOB. SHEET NO . CALCULATED BY OF DATE c A M EN3&EERS Consulting Structural Engineers'1 (760)741-7306 JOB SHEET NO .OF CALCULATED BY DATE Tc? I J. T 'L. A M Consulting Stnjctural Engineers (760)741-7306 JOB. SHEET NO . CALCULATED BY .OF DATE 2* 5/7, - \ ?, «/ - /'' TO ^7 S/2 A M ENG!|ERS Consulting Structural Engineers (760)741-7306 JOB_IL HEET NO S'VfHE CALCULATED BY .OF DATE D-\ =\ 2 *-2l S f -(I \ o-i v 0-2 '\4 ^K I \ Vt if.v> )0 •\ ^^ tto _x THT A M ENGINEERS Consulting Structural Engineers (760)741-7306 SHEET NO CALCULATED BY , OF DATE IVJ 5/2--Z4S"J ^572^2 S A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB. SHEET NO CALCULATED BY .OF DATE \J .- ' - (77 As A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB SHEET NO CALCULATED BY .OF DATE use 1 7 .5") CIVIL ENGINEERING LAND PLANNING & GEODES1GN SOIL & WATER CONTAMINATION SURVEYING STRUCTURAL ENGLNEERING GEOTECHNICAL ENGINEERING ENGINEERING GEOLOGY ENVIRONMENTAL MATERIAL TESTING & INSPECTION EARTHQUAKE & DISTRESS STUDIES PHONE (949)768-4466 * FAX (949)768-0735 * E-MAIL LotusEngr*a;aol.com City of Carlsbad C/0 Esgil Corporation, City Consultant Attention Mr Bert Domingo 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 21 June 2002 Document No 200904 MR 1 Subect Project Plans Review and Verification for Geotechmcal Compliance to the Recommendations of Our Updated Geotechmcal Report, Dated 3 April 2002, (Document No 200904 MU) Project Address 150 Redwood Avenue, Carlsbad, Ca Project Owner Preston Gnffing Dear Mr Domingo Pursuant to the request and authorization of Mr Kenmth Chriss, Architect of 4 Design Architecture and Planning and the requirement of the Recheck Plan Correction List (Item No 25), this Geotechnical letter is presented We have reviewed the Project Structural Plans (Sheets SI through S7) dated 06/10/02, prepaied by AM Engineers for Gnffing Residence (Job No 21079) We have determined that the Geotechnical Recommendations of our Report, dated 3 Apnl 2002 (see Subject above) have been adequately incorporated into the Project Plans and Specifications The report shall be considered as part of the Project Plans and Specifications during construction LOTUS CONSULTING ENGINEERS, INC. 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 • C60JL007 H City of Carlsbad, C/O Esgil Corp , Mr Domingo 21 June 2002 Document No 200904 MR 1 Page 2 [Project Plans Review and Verification for Geotechmcal Compliance, Proposed Preston Griffing Residence, 1 50 Redwood Avenue, Carlsbad, California] __ The Geotechmcal items of the project shall be inspected, tested and approved for compliance as recommended in the report Sufficient advance notice (minimum 3 days) should be provided by the client or his agent for timely inspection of the project Thank you for this opportunity to be of professional service If you have any questions, please call at your earliest convenience Respectfully submitted, LOTUS CONSULTING ENGINEERS, INC By Anthony T Dang Senior Engineer Reviewed by Sampath V Raghavan Principal Geotechmcal Engineer GE 705 (Exp 3-31-2003) Attachments Distribution Addressee (3) Via Architect (4 Design) Preston Griffing (1) ATD SVR-lp [DawnMc*us\wordproVW-MU\200904 MR1J LOTUS CONSULTING ENGINEERS, INC. 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 CIVIL ENGINEERING LAND PLANNING & GEODESIGN SOIL & WATER CONTAMINATION SURVEYING STRUCTURAL ENGINEERING Consulting Engineers GEOTECHNICAL ENGINEERING ENGINEERING GEOLOGY ENVIRONMENTAL MATERIAL TESTING & INSPECTION EARTHQUAKE & DISTRESS STUDIES PHONE (949)768-4466 + FAX (949)768-0735 4 E-MAIL LotusEngrs@aol.com 3 April 2002 Document No 200904 MU Mr Preston Gnffing C/O Comarc Construction 2417 AppianRoad Carlsbad, California 92008 Attention Mr Carlos Ramos UPDATED GEOTECHNICAL REPORT PROPOSED NEW 2-STORY RESIDENCE 150 REDWOOD AVENUE CARLSBAD, CALIFORNIA Dear Mr Gnffing Pursuant to your request and authorization (Via telephone on 27 March 2002) and per the City of Carlsbad requirements, we are pleased to issue this updated geotechnical letter-report on the above captioned project In follow up to the request of Mr Carlos Ramos, your representative, the site was visited on 25 March 2002 and reconnoitered in his presence The site condition with its existing one-story house remained unchanged since our last visit on 20 March 2000 After a brief review of the new project plans, it is our understanding that the existing house will be demolished in its entirety and a larger new 2-story house with a roof mezzanine is to be developed A 3,396 square foot house will be built on a 5,400 square foot lot, with a detached 2-car garage LOTUS CONSULTING ENGINEERS, INC. • 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 Mr Preston Gnffing, C/O Comarc Construction 3 April 2002 Document No 200904 MU Page 2 [Updated Geotechmcal Report, Proposed New 2-Story Residence, 150 Redwood Avenue, Carlsbad, California] 1.0 REFERENCES 1 1 Lotus Consulting Engineers, Inc - Limited Geotechnical Evaluation for Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California, Dated 30 March 2000, Document No 200904 IL 124 Design Architecture & Planning - Project Plans (32 Sheets) for Gnffing Residence, l'>0 Redwood Avenue, Carlsbad, California, Dated 1/28/02, File Name 01-5ISA 2,0 UPDATED EARTHWORK & FOUNDATION RECOMMENDATIONS Based on the review of the project architectural and structural plans, and the Referenced 1 1 report, the recommendations contained in the prior report are revised and updated as follows 2 1 Earthwork 2 1 1 As the existing structure is to be removed, any underground obstructions such as foundation, plumbing pipes, etc, will be removed to their full depth The excavation cavities should be backfilled and redensified in accordance with ASTM D 1557-91 2 1 2 In order to provide satisfactory foundation support for the new 2-story plus mezzanine and its detached 2-car garage, it is recommended that the building pad shall be overexcavated to a depth of 3 feet below existing grade, at a lateral extent of 5 feet beyond foundation limits, where feasible The excavated soils shall be moisture conditioned, and replaced as compacted fills up to the finished grade Within the new driveway area an 18 inch overexcavation and rework will suffice 213 Other recommendations, Items 823 through 8 4 1 of the Referenced 1 1 Report remain applicable without changes 214 The finished ground surface shall be sloped away from foundations and other structural improvements with a minimum 2% gradient All roof and area waters shall be directed towards approved drainage discharge facilities (such as street) m a non erodible manner LOTUS CONSULTING ENGINEERS, INC. • 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 Mr Preston Griffing, C/O Comarc Construction 3 April 2002 Document No 200904 MU Page 3 [Updated Geotechmcal Report, Proposed New 2-Story Residence, 150 Redwood Avenue, Carlsbad, California] via a properly designed drainage system Ponding should not be allowed anywhere on the property 2 1 5 Deep and long laterally spreading rooted trees within 10 feet of the structural improvements (foundations, walls, flatwork etc) should be avoided 2 2 Foundation - Conventional Footings 221 Main Building (for one and two stones) * Continuous footings should be minimum 15 inch wide by 24 inch deep, reinforced with minimum two #4 bars (one at top and one at bottom) * Post footing/pad footing shall be seated at a minimum depth of 24 inches below finished subgrade * For isolated footing (in landscape area) and fence wall footing, the recommendations contained in Item 862 Foundation of the Reference Report are still applicable * Concrete slab on grade (interior and exterior) elements such as floor slab, patio slab, driveway slab etc, shall be minimum 4 inches thick (actual) and be reinforced with No 4 bars at 18 inches on center each way The floor slab shall be underlain by minimum 2 inches thick layer of sand above and below a 6 mil visqueen for moisture protection The exterior slabs shall be provided with adequate construction and expansion joints standard in the industry 222 Other foundation recommendations, Items 861, 87 through 8 9 of our prior report (Reference 1 1) are still valid without any changes LOTUS CONSULTING ENGINEERS, INC. • 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 • Mr Preston Griffing, C/O Comarc Construction 3 April 2002 Document No 200904 MU Page 4 [Updated Geotechmcal Report, Proposed New 2-Story Residence, 150 Redwood Avenue, Carlsbad, California] M CONCLUSION This letter-report shall be considered as an addendum to the reference report (Reference 11) In case of conflict between the two reports regarding recommendations, the recommendations of this letter-report will prevail Thank you for this opportunity to be of professional service If you have any questions, please call at your earliest convenience Respectfully submitted, LOTUS CONSULTING ENGINEERS, INC By Anthony T Dang Senior Engineer Reviewed By Distribution Addressee (3) AID SVR-lp [Dawn\lotus\wordpro\MR-MlA200904 MU] SampathV Raghavan Principal Geotechmcal Engineer GE 705 (Exp 3-31-2003) LOTUS CONSULTING ENGINEERS, INC. 23112 ALCALDE DRIVE, SUITE D • LACUNA HILLS, CALIFORNIA 92653 LIMITED GEOTECHNICAL EVALUATION For Proposed 2nd Story Addition Exiting Single Family Residence 150 Redwood Avenue Carlsbad, California Prepared for Mr. Preston Griffing C/O Carlos Ramos of Somarc Construction 2417AppianRoad Carlsbad, California 92008 Phone: (760) - 434-9665 Date: 30 March 2000 Document No. : 200904IL Prepared By: **#* Consulting Engineers, Inc A I-Stop Firm for all Earthly Engineering Needs **** • 23112 ALCALDE DRIVE, SUITE D • LAGUNA HILLS, CA 92653 • PHONE (949) 768-4466 • FAX • (949) 768-0735^^02 0(j[*J ^ • CIVIL ENGINEERING • LAND PLANNING & GEODESIGN • SOIL & WATER CONTAMINATION • SURVEYING • STRUCTURAL ENGINEERING GEOTECHNICAL ENGINEERING ENGINEERING GEOLOGY ENVIRONMENTAL MATERIAL TESTING & INSPECTION • EARTHQUAKE & DISTRESS STUDIES » PHONE (949)768-4466 » FAX (949)768-0735 » E-MAIL LotusEngrs@aol.com 30 March 2000 Document No 200904IL Mr Preston Gnffing C/OMr Carlos Ramos Somarc Construction 2417 Appian Road Carlsbad, California 92008 LIMITED GEOTECHNICAL REPORT PROPOSED 2ND STORY ADDITION EXISTING SINGLE FAMILY RESIDENCE 150 REDWOOD AVENUE CARLSBAD, CALIFORNIA Dear Mr Griffing Pursuant to your request and authorization, we are pleased to present this limited geotechmcal report on the above captioned project LO SCOPE OF WORK * Visual site reconnaissance and geotechmcal mapping * Shallow (51 maximum depth) subsurface exploration, sampling and logging * Laboratory Testing * Review of available documents * Project Meeting and conferences with project principals * Engineering calculations and geotechmcal analysis * Preparation of the report plus attachments Lotus Consulting Engineers, Inc. 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653' Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Construction 30 March 2000 . Document No 200904IL Page 2 [Limited Geotechmcal Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad. Califomial 2.0 REFERENCES 2 1 Steven D Weber, Architect - Project Plans for Gnffing Remodel (22 Sheets), dated 12/10/1999 2 2 CDMG (1997) - Maps of Known Active Faults Near-Source Zones in California and adjacent portions of Nevada, published by ICBO (1998) 23 CDMG (1990) - Planning Scenario for a major earthquake, San Diego - Tijuana Metropolitan area, Special Publication 100 24 UBC 1997 Edition 3.0 PLANNED IMPROVEMENT A second story addition is planned to be built atop the existing one-story single family residence and a remodeling is expected for the entire house 4.0 EXISTING SITE CONDITIONS The property is located on the north side of Redwood Avenue, between Carlsbad Boulevard and Garfield Street (Figure 1) The existing residence is a one-story house with raised floor and of wood frame construction It is approximately 50-years old and has a living area of 891 square feet The living area will be 2487 square feet after remodeling A 2-car garage is attached to the house The house was surrounded by single family residences on three sides and the street in front (Figure 2) The property is fairly flat and drains mainly into ground by infiltration and to the street in front by sheet flow The ground is approximately at 12 inches to 18 inches above the street level Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Construction 30 March 2000 Document No 200904IL Page 3 [Limited Geotechnical Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] 5.0 SUBSURFACE CONDITIONS In order to assist in defining the existing subgrade conditions two (2) exploratory hand pits were excavated to a maximum depth of 5 feet below existing grade The exposed site features were mapped and representative subsurface samples (bulk and relatively undisturbed) were obtained for laboratory testing and analyses The approximate locations of test holes are shown on Figure 2 Field density tests were also conducted and their results are summarized on the Attached Summary of Field Density Tests, Table I In general, the subject site is underlain by a thin, localized veneer of unspecified fill (Af) overlain by a thick sequence of partially consolidated terrace sediments (Qt) of Quaternary origin The upper localized and undifferentiated fill soils consisted of native sods containing various artificial materials such as compost, pieces of bnck, wood, fragments of sea shells The fills are non-expansive, loose to slightly dense sandy soils encountered to a maximum depth of 8 inches The terrace sediments are composed of medium brown, damp to moist, fine to medium grained, medium dense, non-to slightly expansive partially consolidated silty sands observed to the maximum depth explored Free ground water was not encountered in either of the test holes that extended to the depth explored 6.0 FAULTING AND SEISMICITY No evidence of active faults was observed in our test pit exposures or has been documented within the immediate vicinity of the property Based on historical data, ground rupture due to active faulting is not foreseen The closest active fault (i e, causative fault) is the Rose Canyon Fault The maximum credible earthquake for the fault is an M=6 9 event The reference document (Reference 2 2, attached Figure 3), indicates that the fault is located approximately 4 4 miles Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Construction 30 March 2000 Document No 200904IL Page 4 [Limited Geotechmcal Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] southwest of the site Other potential active faults include the Elsinore, Newport-Inglewood and San Andreas In any event, a large earthquake generated as a result of movements along the Rose Canyon Fault mentioned above, together with other known active faults farther away from the subject site, would probably cause ground shaking at the site with an estimated repeatable acceleration range of 0 20g to 0 40g (g = acceleration due to gravity) This estimation of acceleration is based on the theory that the effect of shock waves released from an origin (epicenter) is inversely proportional to the distance to the point of interest (subject site) The degree of attenuation is dependent upon the type of traversing wave, the depth of bedrock, medium materials properties, etc 7.0 LIQUEFACTION POTENTIAL Based on the reference document (Reference 3 3, attached Figure 4), the site is not located within an area of seismically induced liquefaction potential Granular and fine-grained materials encountered below a depth of 2 feet during this investigation appear to exhibit moderate relative densities Hence, the site should expenence moderate adverse effect due to high ground shaking Conventional wood frame construction and adequately reinforced masonry/concrete structures, built in conformance with applicable current building codes, are expected to perform satisfactorily, and should experience only nominal to moderate damage The current building code is 1997 UBC The following seismic parameters may be used in the design Parameter Table Symbol Factor/Formula Seismic Zone Factor 16-1 Z 04 Soil Profile Type 16-J -- SD Seismic Coefficient 16-Q Ca 044Na Seismic Coefficient 16-R Cv 064NV Near-Source Factor 16-S Na VNear-Source Factor 16-T N, Seismic Source Type Note Rose Canyon Fault (Type B) is about 7 Km from the site with a slip rate, SR <5 mm per year and max moment magnitude M=7 0 Lotus Consulting Engineers, Inc. i 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Griffing, C/O Mr Carlos Ramos, Somarc Construuion 30 March 2000 Document No 200904IL Page 5 [Limited Geotechmcal Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] 8.0 CONCLUSIONS & RECOMMENDATIONS 8 1 General 8 1 1 The site is geotechmcally suitable for the proposed improvements provided the conclusions and recommendations of this report are incorporated into the project plans, specifications and that any other special requirements of the State, County and City for this project are complied with 812 The site is located in a region that has major active faults and subject to moderate to major seismic disturbances during the project life Specifically, it is in close proximity of the Rose Canyon Fault (4 4 miles southwest) The structure shall be built in conformance with the current applicable building code 813 The site is not located within an area of seismically induced liquefaction potential, the adverse effects of a dynamic subsidence are considered minimal 814 The on-site soils are non-expansive as substantiated by laboratory tests 815 The existing one-story house was supported by perimeter stem wall footing and interior post footings The stem wall footing embedded into ground at a depth of about 18 inches below exterior grade as noted during our field exploration 82 Grading and Earthwork 821 Based on the review of the project plans, there will be no major grading operations on the site, except improving yard drainage with dirt swales diverging run-off water to the existing dnveway in front (Reference 2 1, Site Plan, Sheet 3P) 8 2 2 In order to provide satisfactory foundation support, the exposed footing excavation bottom shall be tested for a uniform compactness at a minimum relative compaction of 90% per ASTM D1557-91 In case of a lesser than 90 percent recompaction, the footing subgrade shall be redensified by mechanical means to a minimum 90 percent for a depth of 12 inches Alternatively, a 12-inch overexcavation and 2 sack cement slurry replacement will suffice Lotus Consulting Engineers, Inc. 23112 Alcalde Drive, Suite D • Laguna Hills, California 926531 Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc ConstruvCion 30 March 2000 Document No 200904IL Page 6 [Limited Geotechnical Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] 823 The subgrade of any new or removed/replaced slabs shall be compacted to at least 90 percent relative compaction at 115 to 120 percent of optimum moisture content per ASTMD1557-91 824 All structural fill (existing or proposed) shall exhibit at least 90 percent relative compaction in accordance with ASTM D1557-91 825 All imported materials should be granular, non-expansive, clean, non-contaminated, and approved by the Geotechnical Engineer prior to use 826 All excavated soils with an organic content (leaves, roots, grass, etc) of more than 5 percent by volume cannot be used as fill materials 83 Utility Trench Backfill Backfills of all the utility trenches shall be compacted to a minimum relative compaction of 90 percent, based on ASTM D1557-91 The existing in-place soils may be used for trench backfill 84 Grading/Earthwork Observation and Testing 841 The on-site geotechmcal work, and installation of geostructural elements (i e, footings, slab subgrade, utility trench backfill, etc ) shall be observed, tested and verified by the geotechmcal engineer for compliance with UBC Sections 3317 & 3318, geotechmcal recommendations made in the soils report and per the City of Carlsbad Excavation and Grading Codes 8 5 Site Drainage 8 5 1 All the completed drainage (roof and area waters) shall drain away from structural improvements to approved discharge facilities towards the street in front in a non-erodible manner No ponding shall be allowed anywhere on the property 852 The use of planters without sealed bottoms and sides or deep rooted long laterally spreading trees in the immediate 10-foot vicinity of structural improvements (structure, slab, hardscape, etc ) shall not be permitted Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Construction 30 March 2000 Document No 200904IL Page? [Limited Geotechmcal Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad. California] 8 6 Foundations Recommendations 861 The proposed 2nd story addition may be supported by shallow footings, provided that the subgrade shall be reworked as recommended in Sections 822 and 8 2 3 of Grading recommendations The following geotechnical parameters may be used in the design of foundations, slabs and walls Soil Bearing Capacity = 1500 psf (compacted subgrade) Active Pressure E F D = 36 pcf (static, level backfill) Active Pressure E F D = 45 pcf (static, restrained) Passive Pressure E F D = 230 pcf Friction Coefficient = 0 36 (between soil & concrete) Note E F D denotes Equivalent Fluid Density 862 Foundation = Shallow footings (for one and two stones) * Stem Wall footing = Minimum 15-inch wide by 18-inch deep, reinforced with minimum two #4 bars (one @ top and one @ bottom) * Post footing/pad footing = seated a minimum depth of 18 inches below subgrade * Isolated Footing (in landscape area) = seated at least at a depth of 30 inches below lowest surrounding grade * Fence-wall footing = minimum 12-inch wide by 18-inch deep, reinforced with two #4 bars (top and bottom) or per structural design 863 Slab-On-Grade The on-site subgrade soils were non- to locally slightly expansive as substantiated by the laboratory test (Figure 6) and as observed in the field The following recommendations may be used in the design of floor slabs, flatwork, driveway and other slab-on-grade construction Lotus Consulting Engineers, Inc. 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653' Mr Preston Griffing, C/O Mr Carlos Ramos, Somarc Construvtion 30 March 2000 Document No 200904IL Page 8 [Limited Geotechnical Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] Minimum slab thickness = 4 inches, reinforced with #4 bars spacing at 24 inches on center each way Sufficient expansion and construction joints should be provided When there are carpet or tile paving, or moisture migration by capillary raise to be mitigated, the slab should be underlain by 6 mil Visqueen membrane with 1-mch clean sand above and below the sheet to prevent moisture migrating upwards 87 Concrete Requirements It is recommended that Type V cement be used for the concrete in contact with on-site soils The concrete shall have a minimum compressive strength of 2500 psi at 28-day break and a maximum water cement ratio of 0 50 or as specified by the structural engineer 8 8 Corrosion Protection For attaining a long lasting service life of plumbing lines, it is recommended that all underground utility lines shall be of chemically inert materials or be coated/wrapped by approved anti-corrosive paint/membrane 89 Static Settlement The property is not within an area of liquefaction potential (Figure 4a) However it is anticipated that a total post construction settlement due to structural loads will be within a tolerable limit of less than 1 inch The differential settlements should not exceed 0 1 foot for a horizontal distance of 20 feet 8 10 Conclusions and Recommendations It is our opinion that the site is geotechmcally suitable for its intended use, if built per the aforementioned geotechmcal guidelines and per any addenda issued during construction Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Construction 30 March 2000 Document No 200904IL Page 9 [Limited Geotechnical Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] 9.0 LIMITATIONS AND CLOSURE The testing/inspections and consultations provided are instruments of service Between exploratory excavations and/or field testing locations, all subsurface deposits consequent of their non-homogeneous, amsotropic and heterogeneous characteristics can and will vary in many important geotechnical properties The results presented herein are based on the inspections/testing at the approximate locations on the dates requested by the owners or their agents, on the information in part furnished by others and as generated by this firm, and represent our best interpretation of that data gathered to date The conclusions and recommendations expressed therein are our professional opinions about the pertinent project geotechnical parameters which influence the understood site use and vice-versa, therefore, no warranty or guarantee is herein expressed or implied The report is issued for the benefit of the owner and/or client It shall be the owner's/client's responsibility to read, understand and implement the report recommendations No assurance is given that the report will be approved by the concerned government agency(ies) However, the report contents will be updated and/or response will be provided at additional scope and cost, as needed All findings are subject to field modifications as more subsurface exposures (lateral and vertical) become available for evaluations No modifications or alterations shall be made to the site unless evaluated from a geotechnical and civil engineering viewpoint The report is issued and is valid on the condition that all recommendations are complied with in the field and verified by the geotechnical consultants The site shall be adequately maintained and be geotechnically inspected at least once a year for verifying continued project stability and for follow-up recommendations as needed A copy of this and prior reports shall be passed on to each of the successive property owners so that geotechnical recommendations for maintenance and upkeep of the project are complied with for continued stability LOTUS CONSULTING ENGINEERS, INC is not responsible for any financial (or time related) gains or losses accrued by persons/firms or third party from this project Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • Mr Preston Gnffing, C/O Mr Carlos Ramos, Somarc Constn*w.ion 30 March 2000 Document No 200904IL Page 10 [Limited Geotechmcal Report, Proposed 2nd Story Addition, Existing Single Family Residence, 150 Redwood Avenue, Carlsbad, California] Thank you for this opportunity to be of service If you have any questions, please call at your earliest convenience By sviewed by Respectfully submitted, LOTUS CONSULTING ENGINEERS, INC Anthony T Dang Senior Engineer SampathV Raghavan Principal Geotechmcal Engineer GE 705 (Exp 3-31-2003) Attachments Summary of Field Density Tests, Table I Site Vicinity Map, Figure 1 Limited Geotechnical Plan, Figure 2 Maps of Known Active Fault Near-Source Zones, Figure 3 Planning Scenario for a Major Earthquake, Figures 4a & 4b Laboratory Compaction Test, Figure 5 Laboratory Expansion Test, Figure 6 Laboratory Direct Shear Test, Figure 7 Distribution Addressee (3) [ATD SVR Ip [\amipro\il\200904il sum] 29 Mareh 2000® 11 39 AM] Lotus Consulting Engineers, Inc. • 23112 Alcalde Drive, Suite D • Laguna Hills, California 92653 • * * * SUMMARY OF FIELD DENSITY & MOISTURE CONTENT TESTS * * * * TEST NO 1 2 3 4 DATE 2000 3/20 3/20 3/20 3/20 APPROXIMATE LOCATION ( See Plan) Test Hole No 1 Test Hole No 1 Test Hole No 2 Test Hole No 2 DEPTH BEG (feet) 1 0 35 1 0 40 REF CURVE A A A A OMC (%) 70 70 70 70 MDD (pcf) 117 117 117 117 IMC (%) 62 97 70 84 IDD (pcf) 104 108 107 109 RMC (%) 89 139 100 120 RC (%) 89 92 91 93 Remarks Native Native Native Native s c D R X X X X N G Where: OMC = Optimum Moisture Content & MOD = Maximum Dry Density based on ASTM Method D1 557-91 IMC = Insitu Moisture Content & IDD = Insitu Dry Density RMC = Relative Moisture Content RC = Relative Compaction SC = Sand Cone , DT = Dnve Tube, NG = Nuclear Gage, DR = Dnven Ring B E G = Below Existing Grade Lotus Consulting Engineers, Inc. 23112 Alcalde Dr , Suite D, Laguna Hills, Ca. 92653 Phone (949J-768-4466 Fax . (949)-768-0735 APPLIED EARTH SCIENCES SITE: IMPROVEMENTS & 2ND STORY ADDITION EXISTING GRIPPING RESIDENCE 150 REDWOOD AVENUE CARLSBAD, CALIFORNIA PROJECT NO. • 200904 IL DATE 30 March 2000 TABLE I SITE VICINITY MAP Source: 23112 Alcalde Dr., Sle Laguna Hill*, CA 92653 PROJECT At? Off? 4 TO K>—XifaI-I3 oo•5>o O7~O a S- Qz> •* ~-if S*"S 3 L* 01 iS> **» CSo O K* "** o s r> 45.OO(fi801oKJ11SOO)O)*w8 ! 4»e.r v, XT" EXISTING CONG. SIDEWALKsn/'V'VV^tf 5\ /\ />\/y >-<> i—_.,.— ^_ _)?\ x-/v /^v/\ ,^x f\ \ xx > < x xx \\/ \/* XX \/ \, \ \/•^ ^ K x^ \ - x x' \S V \' N/V N''\XV \/Xv/N>^x/X-x .^y Vv x '/X\ /X \\ >\ \ /N \3\\\X Ix{ \ K I '. .-\1.' ' \ \/~? ~7~ <Hi1 Si- <K> 3 to 5 en V \ ^X/ ^ v / / /'>\ yy \ \\ / / /' V VVV v ^s/ ^fx>VV X Vf / %[ y, x x >^ y /I/'~ - - ' r ""*•"!• •'! y S <D •< o (D CD 55 '01 O Ia 01 o w ^ ^3 3 > —1>JO I•8L ISI m I ".-A—'•'-' * r~— -'"/''^^r . > j , x> y^:^t; * , -fi ' '• ,' *. *.»*'• Mi'^1 ." "»riV; eo O OF TEST DATA Ttt-l tO'-*>'SAMPLE IDENTITY; — TEST METHOD I.AS.TM. D-1557, 3 LAYERS 2. A.STM. D-1557, 5 LAYERS 3. CALIF IMPACT 4. OTHER: E 5 ROCK CORRECTION:. OPTIMUM MOISTURE CONTENT-Z&& 0 MAX. DRY DENSITY II 7.0 P.C.F SPECIFIC GRAVITY (SG) ESTIMATED: BY TEST RESULTS ^67 MATERIAL DESCRIPTION I%_ APROX. POROSITY_ U.S.C.S.. CURVE NO. A. /?*2.8 / 2.6 MOISTURE CONTENT (%) REMARKS : APPUED EARTH SCIENCES FOUNDATION ENGINEERING ENGINEERING GEOLOGY CIVIL ENGINEERING 231tr AfcaktoQr Ste D Lacuna Hte. Ca (948) 768-4468 DATE BY f>ROJ£CTNO FK3URE EXPANSION TEST SAMPLE: -r^. 1 eo'-d' » TECHNICIAN: D C MOISTURE CONTENT & DRY DENSITY DETERMINATION CAN NUMBER (NO) CAN WT. + WET SOIL (GM) CAN WT. + DRY SOIL (GM) CAN WEIGHT (GM) WATER WEIGHT (GM) DRY SOIL WEIGHT (GM) MOISTURE CONTENT (%) SOIL + RING WEIGHT (GM) RING WEIGHT (GM) NET WET SOIL WT. (GM) WET DENSITY (PCF) MOISTURE CONTENT (%) DRY DENSITY (PCF) INITIAL READING DATE INITIAL READING TIME ( f M) FINAL READING DATE FINAL READING TIME ( ?M) SOAKING TIME (HRS) INITIAL DIAL READING FINAL DIAL READING DIAL READING DIFFERENCE EXPANSION (%) / INDEX* A. 144 P.S.F. BEGIN TEST bo 1\i-<t> \<\*,1 — 1\,\ — \o,<\ i\M 326.S ^^4 tt^.e IM lo5,a> ^.17-« 4-: 10 1-MV 4; IP t4- 0»oo32 0,0^2 0 <> f)0$0 AIR DRY END TEST 60 24\,*> 2^0.7 — fe0.c( — 21.7 750.* ^21S 41\.(\ W.<\ ^l'^ \t>3.\ 0 % 0 # MAXIMUM ALLOWABLE SWELL FE SAMPLE DESCRIPTION-M^iutv k>l B. P.S.F. BEGIN TEST AIR DRY END TEST % # ET (FOOTING); Y»AJYI -Untf FE \-<? Y*l^/ViUl'Y C F BEGIN TEST _ AIR DRY '.SF. END TEST % # ET (FLOOR SLAB) ' _ k •y'l -. O\YfTL\Y\tCCi ^x IKi I&YN^ Y\r> V\ - €<t}<5L'V\<£.vv<£J. J 1 *™T™ • V ! #PER U B C. STANDARD NO 29-2 AND TABLES 29-C AND 29-D <^BL' ' V (949) 768-4466 EXPANSION TEST PROJECT N0- 200q04 REPORT DATE: ^j^ooo SHEET 1 OF 4 FIGURE NO. 6 Conditions Moisture Dry . ..isity Specific Gravity Saiuration Void Ratio Test Type InTtiol Final e? % 2.1.6 % 2.C7 D.5&07 , Q pcf U.U- Envetope -• Ultimate Envelope -A Residual Envelope PIT BORING Depth P'-V Peak 0 0 uit. UIt. Q,g in. Peak = |^j? psf. Ult. s normal load-ksf sample description* M^IUWNbrt?\jnv\ _A\lJLv ^ DIRECT SHEAR TEST PROJECT NO.REPORT DATE 3 \2~OOSf FIGURE NO._, " 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 Project Address APN Project Applicant (Owner(s) Name(s)) Project Description Building Type Residential -y_ Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SDU Res Additions Net Square Feet New Area /, Comerc / Ind City Certification of Applicant's information Square Feet Floor Area Date \i Carlsbad Unified School District 801 PineAve Carlsbad CA 92009 (729-9291) SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encmitas Union School District 101 South Ranch 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 sigo-erspehalf of the Owner _S_ignatun Date 2075 Las Palmas Dr • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 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 09-18-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR03190 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant RAMOS CARLOS 760845-2015 150 REDWOOD AV CBAD PCR 2042520700 Lot# $0 00 Construction Type CB02-0074 GRIFFITH RESIDENCE DEFERED STELL SUBMITTAL 0 NEW Status ISSUED Applied 09/08/2003 MDP 09/18/2003 09/18/2003 Entered By Plan Approved Issued Inspect Area Owner GRIPPING FAMILY TRUST 10-02-91 2408 SONORA CT CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $18000 $000 Total Fees $18000 Total Payments To Date $000 Balance Due1 $18000 4519 09/18/03 0002 01 02 CGP 180 = 00 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 Date Address (include Bldg/Suite#)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use NBeecnptiop of Work . • }>t4--»-v«m ACT PERSON tit #of Stories # of Bedrooms # of Bathrooms Name ' Address City ^^ Owner JQ Agent for Owner State/Zip Telephone It Fax it Name 4. PROPERTY OWNER Address City State/Zip Telephone ff 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 n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason D 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) 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) l~l 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 D YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMpLiT^HiS:'$ECTION;FQR/V^^ -.-.,, ;: Ait , Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES CD NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8,:; CONSTRUCTION LENplNGhAGENCY j«-::.< ' : • •^•;J:'- •••' • .. • : ,-.: - I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the 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 AL1 LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tn P after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLIC/ "S SIGNATURE _____ DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for (Buifding Safety DATE September 16, 2O03 a A JURISDICTION Carlsbad a RAN REVIEWER a FILE PLAN CHECK NO PCR03-190(02-0074.rev) SET I PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME Deferred Steel Submittal for Griffing Residence XI 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 I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I | The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 9/9/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 JURISDICTION Carlsbad OO74.rev) VALUATION AND PLAN CHECK FEE PLAN CHECK NO PCR03-190(02- PREPARED BY Bert Domingo DATE September 16, 2003 BUILDING ADDRESS ISO Redwood Avenue BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Bldg Permit Fee by Ordinance ^ Plan Check Fee by Ordinance $18000 Type of Review CH Repetitive Fee Repeats D Complete Review D Other m Hourly Q Structural Only 1.5| Hours * Esgil Plan Review Fee $144.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc 03-01-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR04031 Building Inspection Request Line (760) 602-2725 Job Address 150 REDWOOD AV CBAD Permit Type PCR Parcel No 2042520700 Lot # Valuation $0 00 Construction Type Reference # CB020074 Project Title GRIPPING RES-INSTALLATION OF CURVED WINDOW 0 NEW Applicant COMARC CONSTRUCTION ATTN CARLOS RAMOS 760-845-2015 Status Applied Entered By Plan Approved Issued Inspect Area Owner GRIPPING FAMILY TRUST 10-02-91 2408 SONORA CT CARLSBAD CA 92008 ISSUED 02/12/2004 KMT 03/01/2004 03/01/2004 Plan Check Revision Fee Additional Fees $120 00 $000 Total Fees $12000 Total Payments To Date $000 Balance Due $12000 03/01/04 0002 01 02 CGP 120-00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you haus previouslybeen 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 O(2-IG>: FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated Bv Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use jMLL£>S [KAvvtoS Name Address ^ifeAlBr^p^&!iitii.^l*®aC>w»iieir. -,' _-•a* / s~ State/Zip Telephone #Fax # Name Address City State/Zip Telephone # Address City State/Zip Telephone #Name 6,'SCONTF (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 tt Address City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O 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 O 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) 0 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 shaH 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 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason n I. as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) d I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) _____ H 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _________________ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE -iS^U-.., •:-] -.Vi,:.. 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, 26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES d NO Is the applicant or future building occupant required to obtem a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT iiisis!ii»^ ,,..,,.•:..,•••••••• ...... ,. ..•;,:-, - . -.; •*• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS __ <»-t1"tf*«s Z.K* -rtWsMtWhlisr"!?' 's>Ji<^<*»-{!*>!K:-"+«•»"*• H^§SS^jMS3iIfe'> i1 * fpBBfBK'i,'-: ''S&-i=5fl>A'^'''"sSSf^f I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned ; nt any time after the work is commenged-foTaJpenod of 186^ays (Section 106 4 4 Uniform Building Code) tPPLICA -IT'S SIGNATURE DATE YELLOW Applicant PINK Finance EsGil Corporation In (Partnership -with government for (Building Safety DATE February 25, 2004 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCR04031.REV.3(02-0074) SET I PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME Curve Window Revision for Gritting SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes 1X1 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 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 [X] REMARKS If the attached revision plan submitted is acceptable to the City as far as the size is concerned, please have the architect of work review and approve the same revision Otherwise, please submit full size of the sheets that were affected by this change By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 2/17/04 trnsmtldot 9320 Chesapeake Dnve, Suite 208 *• San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 JURISDICTION Carlsbad 0074) PREPARED BY Bert Domingo BUILDING ADDRESS 150 Redwood Avenue VALUATION AND PLAN CHECK FEE PLAN CHECK NO PCRO4O31.REV.3(O2- DATE February 25, 2004 BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING II AREA || Valuation PORTION (Sq Ft) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Rlrln Pprmit- Ppf* hv Drdinanrp ^ By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $120.00 Type of Review Q Repetitive Fee Repeats D Complete Review D Other m Hourly Structural Only Hour' Esgll Plan Review Fee $96.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc P. Ol Jan-11-04 OB:43P * DETAIL PLAN ^- i o I ID r L ELEVATION u**^, t — -— *— — , . — — •*•" •<', li"•5 I4 f^^~ / 9'-2|' _J oz UJQ (/>inct O G*t*xsa*o > w V I Oan-ll-O4 O8:4AP P.01 HEAD FLASHING SEALANT STORE CHANNEL 1/4" TEMPERED GLASS TO MATCH EXISTING JAMB STORE CHANNEL SLALANT 1/4" TEMPERED GLASS TO K/ATCH EXISTING ^ CHANNEL SILL STUCCO MOISTSTOP STUCCO SI OP STUCCO STOP JAMB FIN MOISTSTOP STUCCO •SEALANT f-LASHING \_ •SEALANT JIFFY SFAL. • STUCCO STUCCO SCREED O Q ^^•H 111 O 111o CO LJJ O u. O 03-25-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR04049 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant CARLOS RAMOS 2417APPIANRD92008 760 434-9665 150 REDWOOD AV CBAD PCR 2042520700 Lot # $0 00 Construction Type CB020074 GRIPPING RES-REVISE TO STEEL STAIRS 0 NEW Status ISSUED Applied 03/11/2004 RMA 03/25/2004 03/25/2004 Entered By Plan Approved Issued Inspect Area Owner GRIPPING FAMILY TRUST 10-02-91 2408 SONORA CT CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $18000 $000 Total Fees $18000 Total Payments To Date $000 Balance Due $18000 3340 03/25/04 0002 31 CGF"ISC - X* PERMIT APPLICATION „, , • „ fi\CITV OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 •1, PROiiECTINFORMATION FOR OFFICE USE ONLY PLAN CHECK NC EST VAL Plan Ck Deposit Validated By_ Date " v/Address (include BldgSuite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total 0 of units Assessor's Parcel #Existing Use Proposed Use SQ FT (fof Stories # of Bedrooms/-\9 of Bathrooms ". Q Owner D Agent for Owner Name Address City State/Zip Telephone Address City State/Zip Telephone #Name $ff*;fe0Niite^ (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License # Address License Class City State/Zip City Business License tt Telephone # Designer Name State License It Address City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason f~1 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) CD I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement f~l YES I~|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 / contractors license number) ____^^_ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS: SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY? ; 1 ; : v i s : I .^LP Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be'feonstructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT M. .CONSTRUCTION[LENDING AGENCY, I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER S ADDRESS 9, v,APPLICANT-CERTIFICATION : ; ..- « ,• ;* :V:.,. *,: ^ ^ft;. 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 OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 daysJrom 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 comnjeuueU KJI)a period of J£|^ays (Section 106 4 4 Uniform Building Code) ) .4 DATE >^«. //APPLICANT'S SIGNATURE (Section 106 4 4 Uniform Building Code) •*^*^fs. ly nmita r work i WHITE File YELLOW Applicant PINK Finance EsGil Corporation In <PartnersKip witK government for <Bia(aing Safety DATE March 22, 2004 JURISDICTION Carlsbad O>tAflREViEWER a FILE PLAN CHECK NO PCR04-049(O2-0074) SET I PROJECT ADDRESS 150 Redwood Avenue PROJECT NAME Circular Stairs Revision for Gritting XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I 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 1X1 Esgil Corporation staff did not advise the applicant that the plan check has been completed I I 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 1 REMARKS By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 3/15/04 tmsmtldot 9320 Chesapeake Dnve, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE « JURISDICTION Carlsbad PLAN CHECK NO PCR04-049(O2-O074) PREPARED BY Bert Domingo DATE March 22, 2004 BUILDING ADDRESS 150 Redwood Avenue BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Bldg Permit Fee by Ordinance ^ Plan Check Fee by Ordinance $180.00 Type of Review D Repetitive Fee Repeats D Complete Review D Other i-n Hourly Q Structural Only Hours Esgll Plan Review Fee $14400 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc AM ENGINEERS , Consulting structural engineers 325 W 3rd Ave , Suite 205 • Escondido, CA 92025 Phone (760) 741-7306 * Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME PROJECT NO CLIENT Gnffing Residence 24022 Preston Griffing c/o Somarc Construction This signature is to be a wet signature not a copy APPROVED DATE SIGNED DESIGNED BY DATE: A M March 2004 AM ENGINEERS 325 W 3rd Avc., Suite 205, Escoiidido, CA. 92025 Phone (760) 741-7306 Fax (760) 73 8-8364 December 14,2001 DESIGN CRITERIA Seismic: Wind: Soils: Concrete: Reinforc.: Lumber: Steel: Weld: Code: (Roof Loading) Roofing Wt Plywood Trusses Insulation Gyp Brd Slope Adj Misc (Floor Loading) 20psf 1 5psf SOpsf OSpsf 25psf 1 Opsf 1 5psf Plywood Joists insulation Gyp Brd Misc 23psf SOpsf OSpsf 25psf 1 7psf Zone IV Exp "C" Brg=1500psf f c=2500 psi Fy=60000 psi Fy=40000 psi DF/L #1 DF/L#2 24F-V4 24F-V8 DL= LL= V=0 269W 12pSf 20psf DL= LL= Exit LL= 10psf 40psf 100psf for footings and slab for #5 and grater for #4 and smaller for 2X rafters, 2x joists, beams and posts for 2x studs for simple span glue-laminated beams for continuous glue-laminated beams ASTM A500, grade B for tubular sections ASTM A501, or ASTM ASS, type E grade B for circular sections ASTM A36 for wide flange sections and plates Welding should conform to AWS 01-1 All welding shall be done by electric arc process using approved rods and performed by certified welders All fabrication and welding shall be performed in the shop of an approved fabricator The approved fabricator must submit a certificate of compliance in accordance with U B C section 1701 7 All field welding requires continuous special inspection and all shop welding requires periodic special inspection UBC 1997 edition A M ENGINEERS Consulting Structural Engineers (760)741-7306 JOB- SHEET NO CALCULATED BY._DATE_ Rbua = A M ENGINEERS . Consulting Structural Engineers (760)741-7306 JOB- SHEET NO _2 CALCULATED BY _ _OF_. .. -DATE.. ^227