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Home My WebLink About136 SEQUOIA AVE; ; CB991456; PermitCity of Carlsbad 0/0911999 Residential Permit Permit No:CB991456 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 136 SEQUOIA AV CBAD RESDNTL Sub Type: SFD 2060110600 Lot#: 6 $334,681.00 Construction Type: VN 6 Reference #: I Structure Type: SFD 4 Bathrooms: 3 SFD 3836 SF, GAR 775 SF,BALC I DEMO EXISTING SFD AND BUILD NEW SFD Status: APPROVED Applied: 04/14/1999 Entered By: JM Plan Approved: 06/08/1999 Issued: Inspect Area: Orig PC#: Plan Check#: Applicant: Owner: BLACKFORD, ROY R. JONES GERALD P&MYRNA K TRS P 0 BOX 952 2942 HARDING STREET #E CARLSBAD CA CARLSBAD, CA 92008 92018 619-729-0553 Total Fees: $3,613.68 Total Payments To Date: $938.33 Balance Due: $2,675.35 Building Permit $1,443.58 Red. Water Con. Fee $0.00 Add'l Building Permit Fee $0.00 Meter Size Plan Check $938.33 Add'l Red. Water Con. Fee $0.00 Add'l Plan Check Fee $0.00 CFD Payoff Fee $0.00 Plan Check Discount $0.00 PFF $0.00 Strong Motion Fee $33.47 PFF (CFD Fund) $0.00 Park in Lieu Fee $0.00 License Tax $0.00 Park Fee $0.00 License Tax (CFD Fund) $0.00 LFM Fee $0.00 Traffic Impact Fee $0.00 Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 Other Bridge Fee $0.00 LFMZ Transportation Fee $0.00 BTD #2 Fee $0.00 PLUMBING TOTAL $217.00 BTD #3 Fee $0.00 ELECTRICAL TOTAL $60.00 Renewal Fee $0.00 MECHANICAL TOTAL $67.50 Add'I Renewal Fee $0.00 Housing Impact Fee $0.00 Other Building Fee $0.00 Housing lnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee: $853.80 Meter Size Sewer Fee: $0.00 Add'l Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES $3,613.68 FINAL APPROVAL-S Inspector: Date: _____________ Clearance: NOTICE: Please take NOTICE that apprd oTyour 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 capactly 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. - V2197q PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 • FOR OFFICE USE ONLY PLAN CHECK NO.__________ EST. VAL. Plan Ck. Deposit Validated By ( 1. PROJECT INFORMATION J)(P 4MCKU018 AVG7 C --- PRHT 9$33 Address (include Bldg/Suite #) Business Name (at this address) TRACT 1141 fLJA Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel // Existing Use 3r d Use - S1 4 3 Des iption-of-Work----------- - - - SQ. FT. #of Stories of Bedroom # of Bathrooms 775 &h f12- ........--------- .............. sow R . C4D 4*3t 'Wt ' 7' 114O 1W 4i4 Name Address City State/Zip Telephone W 3, APPLICANT 0 Contractor 0 Agent for cor WnO_nt 1D Agent for Owner —.----- . Name Address City State/Zip Telephone # Name ' ' I - 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 exemptipn. Arty 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). Address State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # [67W_WORKERS' COMPENSATION ..... . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No._____ Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. OWNER.BUILDERDECLARATION______ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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). 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). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number I contractors license number): 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 I phone number / contractors license number): 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 LcorviPth THIS SECTiON FOR NON RESIDENJ7AL BUILDING PERMIT ONLY - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. S. 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. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ L%. APPLICANT CERIFCATI0N 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 Citi 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 nol commenc d ithin 3Eeriod ys from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time afiF ffi- e d or of 180 d ys Section 10 4.4 Uniform Building Code). APPLICANT'S SIGNATURE 1ø't4 VM3 DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB991456 Type: RESDNTL SFD SFD 3836 SF, GAR 775 SF,BALC I DEMO EXISTING SFD AND BUILD NEW SF Date Inspection Item Inspector Act Comments 4/12/2000 14 Frame/Steel/Bolting/Weldin DM AP 3/6/200089 Final Combo DM NR SEE NOTICE ATTACHED 3/3/200089 Final Combo DM CO 3/2/200089 Final Combo DM CO 2/17/2000 89 Final Combo DM NR 2/8/200089 Final Combo DM CO 12/3/1999 23 Gas/Test/Repairs OM AP 11/9/1999 17 Interior Lath/Drywall DM AP 11/9/1999 18 Exterior Lath/Drywall DM AP 11/8/1999 17 Interior Lath/Drywall DM CO SEE NOTICE ATTACHED 10/27/1999 16 Insulation DM AP 10/26/1999 16 Insulation DM NR 10/25/1999 18 Exterior Lath/Drywall DM WC 10/25/1999 84 Rough Combo DM AP 10/21/1999 84 Rough Combo DM NR 10/19/1999 84 Rough Combo DM CO 10/5/1999 13 Shear Panels/HD's DM AP 9/30/1999 22 Sewer/Water Service DM NR 9/29/1999 13 Shear Panels/HD's DM CO 9/29/1999 16 Insulation DM CO 9/29/1999 34 Rough Electric DM CO 9/27/1999 13 Shear Panels/HD's DM NR 9/27/1999 15 Roof/Reroof DM AP 8/20/1999 13 Shear Panels/HD's DH AP STRAPS AT SUB FLOOR 8/20/1999 66 Grout DH AP 8/13/1999 34 Rough Electric DH CA 8/9/199932 Const. Service/Agricultural DH AP PERMIT #992951 8/9/199961 Footing DH AP 7/22/1999 11 Ftg/Foundation/Piers DH AP 7/21/1999 11 Ftg/Foundation/Piers DH NR 7/13/1999 21 Underground/Under Floor OH AP Friday, August 25, 2000 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 4/12/2000 Permit# CB991456 Inspector Assignment: DM Title: SFD 3836 SF, GAR 775 SF,BALC I Description: DEMO EXISTING SFD AND BUILD NEW SFD Type: RESDNTL Sub Type: SFD Job Address: 136 SEQUOIA AV Suite: Lot 6 Location: - APPLICANT BLACKFORD, ROY R. Owner: JONES GERALD P&MYRNA K TRS Remarks: 9AM PLEASE - CONCRETE COMING @ lOAM Total Time: CD Description Act Comments 14 Frame/Steel/Bolting/Welding Associated PCRs Phone: 7608027107 Inspector: Requested By: GARTH Entered By: CHRISTINE Inspection History Date Description 3/6/2000 89 Final Combo 3/3/2000 89 Final Combo 3/2/2000 89 Final Combo 2/17/2000 89 Final Combo 2/8/2000 89 Final Combo 12/3/1999 23 Gas/Test/Repairs 11/9/1999 17 Interior Lath/Drywall 11/9/1999 18 Exterior Lath/Drywall 11/8/1999 17 Interior Lath/Drywall 10/27/1999 16 Insulation 10/26/1999 16 Insulation 10/25/1999 18 Exterior Lath/Drywall 10/25/1999 84 Rough Combo 10/21/1999 84 Rough Combo 10/19/1999 84 Rough Combo 10/5/1999 13 Shear Panels/HD's 9/30/1999 22 Sewer/Water Service 9/29/1999 13 Shear Panels/HD's 9/29/1999 16 Insulation 9/29/1999 34 Rough Electric 9/27/1999 13 Shear Panels/HD's 9/27/1999 15 Roof/Reroof Act lnsp Comments NR DM SEE NOTICE ATTACHED CO DM CO DM NR DM CO DM AP DM AP DM AP DM CO DM SEE NOTICE ATTACHED AP DM NR DM WC DM AP DM NR DM CO DM AP DM NR DM CO DM CO DM CO DM NR OM AP DM 2/8/2000 City of Carlsbad Final Building Inspection / .__.__%i Dept: Buildin Engineering rlanning CMWD St Lite Fire PIn ('hpk I Date: Permit #: CB991456 Permit Type: RESDNTL Project Name: SFD 3836 SF, GAR 775 SF,BALC 1 Sub Type: SFD DEMO EXISTING SFD AND BUILD NEW SFD 'Address: 136 SEQUOIA AV Lot: 6 Contact Person: CATHI Phone: 0000000000 Sewer 01st: CA Water 01st: CA Inspected Date- By: Inspected; 3/3/00 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: 'inspected Date By: Inspected: Approved: ______ Disapproved: Comments: d 1flL - . ijiii A fi (L'üy of CarL i'ad - - amusminol,Ivc, Catt,ad Caflfoqii 92009 S INPEC1I0N RECORD INSPECTION RECQRD CARD-WITH APPROVE!) PLANS .- - :MUST-or KEPVON THE JOB ' CALL PRIOR 10 .20 P.M FOR NEXT WORK)AYJN5PECflON - "BU LDIR1 INSPECTION (760) NOJWffL- J - - :. ... 9145G 136SE4ZLJOIAAVcBAD I-- - . . - - •-: - - SF1) 3836 SF• GAR 775 SF.BALC I U OEMO EXISTING SF1) AND BUILD NEW SFD - 1YPE CONET. - - - DATtIf (I! - - I REINTh SF0 - CONTRACIOR- - - -- - - BUILDI LøIft 6 SLACKFOFU3. ROY Rofm . I -: - - - - . -. - -• • -. - :- - - - •-- --• -'-APPROVED!OCOVER '-.-• -. Notes - - WING zaW : 4// (1*G CâdO t:REINFORaDSrL -::- :.'-i-./ -• '--- - -. !-: .' --. ---?- ?:MONRY-- ..---:- -bil9- ROUTstaWAUoRNNS - - - - "' •f' - - - •l- ---: -- -- COUjMN FOOTINGS :- -- .------ •- • - -;: R0OA1)flNG: -.'-- . . -:.•- -. ou- . - Ame :-- .00rSHEARPAN&S- .:a---- : IIULATNXv!- ,. - .+..- •. -: ,-• -- •••• -'• -. -- ; - ____ :'(IINTERIQRLAD4&DRYWAtL - 143 .. ________ -. -- - •- :,- fr- WAt(D-BLIcO eq, 'VCO *fl4Dc*BiNDWffE. .OWAWL. . -- ..--------.- .'•-• - - ---. • TOP OUT A5TE -- !WA1ER JWPAN -. - - -.( • --_,---.: GS5TF*SP0ING 0 WAlER HMl1Z 0 SOW WATER i. - -*- ' •.- r - •--: .-• -- - :-'.- --- -.-ç,- : - - - --- -. - - - - - - &EC!RICUNPERGROUNDD UFER RPUci..'ZIL,- - - •- - --. -. -:- - - :. ,,.. -. .•.- ... PEUTRIC$9%VI 1OBO4DINGDPO? ;;---:-I..?.;. ... - - -:--- -- : ---: - - :-: - - DUC1S & FIPING r Y$i - OUC RtU-R PIPNC - - -'1 - - - - :-,-- -'- - v'- -- - - - ::- - -:- -• -----u oi15pIOON W%PPROPP ,1rnwsAaoi 4w8IAovm :-s- - - - -- --'-- i-in I : 6uiIdbk 47ii-4 74 43& ---- - - - OI4WD - -- 43722f71S3- -- -'aZ • - - - - I - -- - - -. '-- - d LKE 6' 89& s3uw U411A14 am Amm P:S8 -ø-!w -. •. Ear echnics. P.0, Box 891989 ec Earth Technics (909) 699-5451 M~! - Temecula, CA 92589 CLIENT Job # _ggj4 Date -711 ______ Project Location: (% seouofs kg Tract No.___________ Grading Permit No:___________ Lot No.________ Subject: 1r,4 ' i(a rPcr 04 - • t'o 4(ç JOIMAXE jtO Ri C&r46Xf4W&E, Willi (t)( o1)-$ Za:c- )q• • 41 ouS. - 4_ ,• - ç E r17k fr.q7cQ • • - By:. ENGINEERING FILE . WHITE FIELD FILE . YELLOW JOB SUPERINTENDENT. PINK EsGil Corporation In Partnership with government for fliui(ding Safety DATE: 06/04/99 UAP R6CALSIT JURIS. JURISDICTION: Carlsbad EVIEWER 0 FILE PLAN CHECK NO.: 99-1456 '1' SET: II PROJECT ADDRESS: 136 Sequoia Ave. PROJECT NAME: SFD/Garage for Jones 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 deficincies 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. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. fl 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 #: Malt Telephone Fax In Person j REMARKS: By: Ray Fuller Enclosures: Esgil Corporation DGA.DMB DEJ DPC 05/27/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 - EsGil Corporation In Partnership with government for Wuitling Safety DATE: 04/27/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1456 PROJECT ADDRESS: 136 Sequoia Ave. SET:I O APPLICANT OPtSRE VIEWER 0 FILE PROJECT NAME: SFD/Garage for Jones 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 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. LI 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: Roy Blackford 2942 Harding St. "E" Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant(except .by mail) 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: Ray Fuller Enclosures: Esgil Corporation DGA 0MB DEJ F1 PC 04/19/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 99-1456 04/27/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLANCHECK NO.: 99-1456 JURISDICTION: Carlsbad PROJECT ADDRESS: 136 Sequoia Ave. do FLOOR AREA: Dwelling 3836 Garage 775 Decks 192 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 04/14/99 DATE INITIAL PLAN REVIEW COMPLETED: 04/27/99 STORIES: 2 HEIGHT: 25 DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/19/99 PLAN REVIEWER: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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, 1994 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.. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 99-1456 04/27/99 macvalue.doc 5196 Carlsbad 99-1456 04/27/99 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. . FIRE PROTECTION 2. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. Study and bedroom 3 on page 13 . GENERAL RESIDENTIAL REQUIREMENTS 3. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. Section 1203.3. Study on page 5 needs 11 V sg ft of openable. 4. Dumb waiter shown on page 8 needs to show 5/8 x shaft to roof sheathing or a full 1 hour termination at ceiling. This would mean 2 x 's shown with a layer of 5/8 X on top also. No 1 hr door is shown for door 29 on door schedule. 5. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) 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 drain inlet. Window KI master bath pages. Carlsbad 99-1456 04/27/99 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. Window G at entry page 4. Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. Windows H page 4 and GI page 5 EXITS, STAIRWAYS, AND RAILINGS Guardrails (Section 509.1): a) Openings between railings shall be less than 4". Pipe railing shown on elevations Note that minimum head room is 6'8". How are exterior stairs constructed? Are these open risers or if they are fenclosed show slope and water proofing. ROOFING & DECKS Specify minimum 1/4 inch per foot deck slope for drainage and specify how obtaining slope. (Sleepers ?) Sections 1506.1 and 1605.6. Show size of roof drains and overflows. Sections 1506.2 and 1506.3. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 302.1. Clearly show that carport has stucco underneath on building section shown on page 8. FOUNDATION REQUIREMENTS Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. Show size and embedment of hold down anchors on foundation plan or note SSTB sizes for each type. Section 106.3.3. Carlsbad 99-1456 04/27/99 FRAMING 15. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Truss layout needs to be reviewed and stamped by a licensed designer. All truss to truss connections must be specified on plans. 16. Show length of shear panels at locations and hold downs required by calculations. Missing hold downs in various locations such line 2 and 4. Detail and reference floor ties where required. 17. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load.. The spacing of the trusses." 18. Truss calculations need to reflect 4' openings for skylights. 19. A complete structural check cannot be done till vertical and lateral calculations reflect the additional dead loads mentioned below. 20. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. The calculations provided did not take into affect the 3" of light weight concrete shown on page 8. TJl's and other framing members in carport area do not reflect the weight of the stucco at soffitt area. 21. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. The additional weight mentioned above will effect the lateral also. 22. Could not locate RB I on page 7. Assume its shown as RB 10 but it only measures 10 ft instead of 11 %' shown on page 2 of calculations. 23. Does FB 10 point load 2 reflect point load from girder truss above and from FB 8? .. MECHANICAL (UNIFORM MECHANICAL CODE) 24. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 315.1. Page 4 at hallway. 25. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. Carlsbad 99-1456 04/27/99 . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water heating. Note that 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). Note that 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). 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). All structures require a Class A roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. (Note comp roof is Class A) Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. 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: The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 99-1456 04/27/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1456 PREPARED BY: Ray Fuller DATE: 04/27/99 BUILDING ADDRESS: 136 Sequoia Ave. BUILDING OCCUPANCY: R3 Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Dwelling 3836 82.00 314,552.00 Garage 775 23.00 17,825.00 Decks 192 12.00 2,304.00 Air Conditioning 1 3836 3.00 11,508.00 Fire Sprinklers TOTAL VALUE . 346,189.00 E 199 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 1485.58 D 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 965.62 Type of Review: Complete Review Structural Only Hourly O Repetitive Fee Applicable Other: Esgil Plan Review Fee: $ 772.50 Comments: 94 UBC = $2122.25 x 70% = $1485.58 x 52% = $772.50 Plan check fee $1485.58 x 65% = $965.62 Sheet 1 of 1 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: s)c/gg PLANCHECK NO.: BUILDING ADDRESS: 13 PROJECT DESCRIPTION: .5J CB7-/L/$ ASSESSOR'S PARCEL NUMBER: OI().. C2 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office• to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see% ttached report of deficiencies marked wi In. M e necessary corrections to plans or speci s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. ( - z'j Date: __ By: Date: By: Date: ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: 777 777a Date: -6 ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application Name: David Rick Dedication Checklist City of Carlsbad 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 Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 CFI) INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 PlaT.thec C1st DP0001 Fomi M Rev.93I972O75 Las Palmas Dr. • Carlsbad, CA 920091576. (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST I , \ SITE PLAN 2' 3RDI I' U U 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Property Lines '. Existing & Proposed Structures IF. Easements C. Existing Street Improvements Right-of-Way Width & Adjacent Streets Driveway widths I U 0 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography Or/ U U 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE U U 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ U U U 4b. All conditions are in compliance. Date: Pantheck Cklst BP000I Form OR.doc Rev. 913197 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U 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 $ , pursuant to Carlsbad Municipal Code Section 18.40.040. 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 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: 9/ U 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 F1 cLc.., p.Dr current grant deed on the property and processing fee of $ b2O 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: Flantheck Clint 8P000I Form OR.doc Rev. 913197 - V ' BUILDING PLANCHECK CHECKLIST 1' 2*' 3rd/ U U U 6à. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: O U U 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. U U U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 U U 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 arovaI obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: U U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) /U U 7d.No Grading Permit required. U U U 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS U U U 8. ARIGHT-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, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: elanthed, Ckist BP000I Fwm MM.doc 4 Rev. O91l97 BUILDING PLANCHECK CHECKLIST 2nd." 3rd/ 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 0 10. 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 153, for assistance. Industrial Waste permit accepted by: Date: 0 0 11. 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. ZRequired fees are attached 0 No fees required Additional Comments: re Ir j J. P&antheck dust BP0001 Form DR.doc Rev. 913197 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: (3. Bldg. Permit No. C 'p7.. 111c Prepared by: t.Rc LA- Date: '5.7-_cl ct Checked by: Date: EDUCALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: ADTCALCULATIONS: List types and sqUare footages for all uses. Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADI's: FEESREQUIRED: WITHIN CFD: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: = $____________ 2. TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: ZONE TRANSPORTATION ADT'S X $10 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 01ST. #3 ADTs/UNITS:_ X FEE/ADT: =$ 4. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE PERMIT No. EDU's: X FEE/EDU: = $_______________ BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU: =$______________ 6. SEWER LATERAL ($2,500) =$___________ 7. DRAINAGE FEES PLDA 6': HIGH /LOW______ ACRES: X FEE/AC: 5C4'2 TOTALOFABOVEFEES*: $______________ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:DOCSMISFORMSFEE CALCULATION WORKSHEET REV 4/29/99 C16 SIN PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB q I 1f Address 1 S 6 5e t, t..ço i'a A v. Planner '11 C(.Ld GO ALV (fl Phone (619) 438-1161, extension H329 APN:0GO1l'OC'00 Type of Project & Use: Net Project Density: DU/AC Zoning: 1fl General Plan:¶ I-I Facilities Management Zone: _________ CFD (in/tint) #Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by thispermit:_________________________________________________________ 1171 Legend: Item Complete X E Environmental Review Requiid: DATE.OF COMPLETION: - Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO X TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:__________________________________________________ LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES X NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 L.4+r Determine status (Coastal Permit Required .or Exempt): E Crnj k - Coe)4cL I Cmr4'. Coastal Permit Determination Form already completed? YES .-.NO____ If NO, complete Coastal Permit Determination Fo1mnbw. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. (Z~ Item Incomplete - Needs your action YES NO TYPE 11 fl fl Inclusionary Housing Fee required: YES NO (Effective date of lnclusiânary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO - (AIPIDs. Activity Maintenance, enter CB#, toolbar, Screns. Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) ' Site Plan: E 1. Provide a fully dimensional site plan, drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. X F-1 Zoning: Setbacks: Front: Required 1-5- Shown -: 4.5 Interior Side: 'S Required 5' Shown 5' Street Side: Required - Shown - Rear: Required of Shown I C' )' Accessory structure setbacks: Front: Required - Shown - Interior Side: Required 5' Shown 5' Street Side: Required - Shown - Rear: Required 10' Shown 10' Structure separation: Required 10' Shown ' Lot Coverage: Required - 0 % Shown Height: Required ''5 Shown LI LI 5. Parking: Spaces Required 2 Shown •_____________ Guest Spaces Required Shown ' Addiiioa(Cmmentsflo Li 4LLS I fences over 4Y, k •k clIo eJ T 'yarc £-boc.k.. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 0,1 DATE'1 i1 OR CAUFORNLA COASTAL COMMISSION SAN DIEGO GOAffrAREA 3111 CAMIPIO DEL RIO NORTH. SUM 200 SAN DIEGO, CA 92100.1735 (610) 6214a59 NOTICE OF COASTAL DEVELOPMENT PERMIT WAIVER DATE: April 2, 1999 TO: Gerald & Myrna Jones FROM: Peter M. Douglas, Executive Director SUBJECT: Waiver of Coastal Development Permit Requirement: Waiver Os Minimis Number 6-99-042-W Based on project plans and information submitted by the applicant(s) named below regarding the development described below, the Executive Director of the Coastal Commission hereby waives the requirement for a Coastal Development Permit, pursuant to Title 14, Section 13238 of the California O.fRegtian. APFUCAN1 Gerald & Myrna Jones LOCATION: 138 Sequoia Avenue, Carlsbad (San Diego County) (APN(s) 206411-06) DESCRIPTION: Demolition of a one-story single family dwelling and construction of a 3,836 sq.ft., two- story single family residence and 775 sq.ft. attached garage on a 5;401 sq.ft. lot - RATIONALE: The proposed project is located in an established residential neighborhood consisting of single-family residences similar to the proposed development. The development will not block any public views and adequate parking will be provided. The proposed residence Will not result in adverse visual impacts from Agua Hedionda Lagoon The proposed project is consistent with the planning and zoning designations of the certified Ague Hedionda Land Use Plan; thus, no adverse impacts to coastal resources are anticipated. IMPORTANT: This waiver is not valid unless the site has been posted AND until the waiver has been reported to the Coastal Commission. This waiver is proposed to be reported to the Commission at the meeting of Wednesday, April 14, 1999, in Long Beach. If four Commissioners object to this waiver, a coastal development permit will be required. Persons wishing to object to or having questions regarding the issuance of a coastal permit waiver for this project should contact the Commission office at the above address or phone number prior to the.Conmiss..on meeting date. Sincerely, By: BILL PONDER PETER M. DOUGLAS Coastal Program a4 Executive Director Supervisor 49W.11 TV, OP-N;;\4_ 1'l )Xlfr ° iM) A'ki CçfO1O -W• 6 /t'm NC- RICHARD W. HARTLEY, PRES. R.C.E. 20934; EXP. 9/30/2001 135 W. MISSION AVE., SUITE 200 ESCONDIDO, CA. 92025 4EIo -AMPAPAviv Hi1\: I 4 Scale: 38i________ date 2-8--00 for: Jerry and Myrna Note project no. Jones 136 Sequoia Carlsbad, CA 92008 drawinQ C . .... ...... .. ... ....... ..... .. ........... J~V r6 ot' J'rt, 000otA, V. AM ENGINEERS V Consulting structural engineers V 325W. 3rd Ave., Suite 2051 Escondido, CA. 92025 Phone (760)741-73061 Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME Jones Residence PROJECT NO. 99001 CLIENT Roy R. Blackford Architect This signature is to be a wet I DESIGNED signature not a copy I APPROVED : V BY A. M. DATE SIGNED DATE: March 1999 * .1111701 AM ENGINEERS - 325 W. 3rd Ave., Suite 205, Escondido, CA. 92025 Phone (760) 741-7306 Fax(760)738-9364 March 08, 1999 CRITERIA (Roof Loading) (Floor Loading) Tile Wt. 2.0 psf Li&IIT w/ 2.5 PS Plywood 1.5 psf Plywood 2.3 psf Trusses 3.0 psf Joists 3.0 psf Insulation 0.5 psf insulation 0.5 psf Gyp. Brd. 2.5 psf Gyp Brd. 2.5 psf Slope Adj. 1.0 psf Misc. 1.5 psf Misc. 1.7 psf 3(7 DL= . 12 psf DL= .10 psf LL= 16. psf LL= 40 psf Exit LL= 100 psf Seismic: Zone IV V=0.183W Wind: Exp. TMB" P= 10.16 psf 0-15' high Soils: Brg.=1500 psf Concrete: f'c=2000 psf for footings and slab Réinforc.: Fy60000 psf for #5 and grater Fy40000 psf for #4 and smaller Lumber: DF/L #1 for 2X rafters, 2x joists, beams and posts. DF/L #2 . for 2x studs. 24F-V4 for simple span glue-laminated beams 24F-V8 for continuous glue-laminated beams Steel: ASTM A500, grade B for tubular sections ASTM A501, or ASTM A53, type E grade B for circular sections ASTM A36 for wide flange sections and plates. Weld: Welding should conform to AWS DI-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. 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I • I I I I I - ITY I F44 j 44iØX ØoL1) / ii" -'-I 9l' PROGRAM : General Frame Analysis v2.05 PAGE NO. 16 A N Engineers TIME : Wed May 5 09:29:22 1999 JOB : Jones Residence JOB NO. : 57 RUN : 99001 NODAL INFORMATION NODE NODAL COORDINATESi SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0.000 H 2 0.000 11.000 3 12.000 11.000 4 12.000 0.000 H ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP ELEM NE PE NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE Units : Ft Deg 1 1 2 11.000 90.00 1 BEAM 2 2 3 12.000 0.00 1 BEAM 3 4 3 11.000 90.00 1 BEAM PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA I DIST Units : K /In 2 In2 In4 Ft 1 w 16x26 2.9e+004 7.68 301 ELEMENT LOAD INFORMATION REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M Units : Ft K /Ft K /Ft Ft-K /Ft Description : dl Element List : 2 1 1 UNIF GLO DIST B 0.00 0.00 -0.37 0.00 E 12.00 0.00 -0.37 0.00 Description : 11 Element List : 2 2 2 UNIF GLO DIST •B 0.00 0.00 -0.53 0.00 E 12.00 0.00 -0.53 0.00 $ I PROGRAM : General Frame Analysis v2.05 PAGE NO. 17 A M Engineers TIME : Wed May 5 09:29:25 1999. JOB : Jones Residence . JOB NO. : 57 RUN : 99001 NODAL LOAD INFORMATION REC 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 8.71 0.00 0.00 ----------------------------------- PROGRAM : General Frame Analysis v2.05 PAGE NO. 18 A N Engineers TIME : Wed May 5 09:29:25 1999 JOB : Jones Residence JOB NO. : 57 RUN : 99001 NODAL DISPLACEMENTS NODE LOAD NO CASE DX DY ROTATION Units : In In Deg 1 1 0.0000 0.0000 0.0047 2 0.0000 0.0000 0.0068 3 0.0000 0.0000 -0.3441 2 1 0.0001 -0.0013 -0.0096 2 0.0001 -0.0019 -0.0137 3 0.6012 0.0047 -0.0947 3 1 -0.0001 -0.0013 0.0096 2 -0.0001 -0.0019 0.0137 3 0.5984 -0.0047 -0.0939 4 1 0.0000 0.0000 -0.0047 2 0.0000 0.0000 -0.0068 3 0.0000 0.0000 -0.3426 ELEMENT FORCES ELEM LOAD NODE NO CASE NO AXIAL SHEAR MOMENT Units: K K K-Ft 1 1 -2.2200 -0.2502 0.0000 2 -2.2200 -0.2502 -2.7520 2 1 -3.1800 -0.3584 0.0000 2 -3.1800 -0.3584 -3.9421 3 1 7.9842 4.3611 0.0000 2 7.9842 4.3611 47.9718 2 1 2 -0.2502 2.2200 -2.7520 3 -0.2502 -2.2200 -2.7520 2 2 -0.3584 3.1800 -3.9421 3 -0.3584 -3.1800 -3.9421 3 2 -4.3489 -7.9842 47.9718 3 -4.3489 -7.9842 -47.8382 3 1 4 -2.2200 0.2502 0.0000 3 -2.2200 0.2502 2.7520 PROGRAM : General Frame Analysis v2.05 PAGE NO. 19 A N Engineers TIME : Wed May 5 09:29:25 1999 JOB : Jones Residence JOB NO. : 57 RUN : 99001 ELEMENT FORCES ELEM LOAD NODE NO CASE NO AXIAL SHEAR MOMENT 2 4 -3.1800 0.3584 0.0000 3 -3.1800 0.3584 3.9421 3 4 -7.9842 4.3489 0.0000 3 -7.9842 4.3489 47.8382 REACTIONS NODE LOAD NO CASE PX PY MOMENT Units: K K K-Ft - 1 1 0.2502 2 0.3584 3 -4.3611 4 1 -0.2502 2 -0.3584 3 -4.3489 2.2200 0.0000 3.1800 - 0.0000 -7.9842 0.0000 2.2200 0.0000 3.1800 0.0000 7.9842 0.0000 S PROGRAM : General Frame Analysis v2.05 PAGE NO. 20 A M Engineers TIME : Wed May 5 09:29:26 1999 JOB : Jones Residence JOB NO. : 57 RUN : 99001 NODAL DISPLACEMENTS NODE LOAD NO COMB DX DY ROTATION Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 + 1.00 XCASE 2 COMB 2 : 0.75 X CASE 1 + 0.75 X CASE 3 1 1 0.0000 0.0000 0.0115 2 0.0000 0.0000 -0.2545 2 1 0.0002 -0.0032 -0.0233 2 0.4510 0.0026 -0.0782 3 1 -0.0002 -0.0032 0.0233 2 0.4487 -0.0045 -0.0633 4 1 0.0000 0.0000 -0.0115 2 0.0000 0.0000 -0.2605 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAN DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 + 1.00 X CASE 2 COMB 2 : 0.75 X CASE I + 0.75 X CASE 3 1 1 -5.4000 -0.6086 0.0000 2 -5.4000 -0.6086 -6.6941 0.0103 6.35 2 1 4.3231 3.0832 0.0000 2 4.3231 3.0832 33.9148 -0.0521 6.35 PROGRAM : General Frame Analysis v2.05 PAGE NO. 21 A M Engineers TIME : Wed May 5 09:29:26 1999 JOB : Jones Residence JOB NO. : 57 RUN : 99001 ---------------- ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST 2 1 2 -0.6086 5.4000 -6.6941 9.5059 6.00 3 -0.6086 -5.4000 -6.6941 -0.0243 6.00 2 2 -3.4493 -4.3231 33.9148 3 -3.4493 -7.6531 -37.9427 -0.0212 2.94 3 1 4 -5.4000 0.6086 0.0000 3 -5.4000 0.6086 6.6941 -0.0103 6.35 2 4 -7.6531 3.4493 0.0000 3 -7.6531 3.4493 37.9427 -0.0583 6.35 REACTIONS NODE LOAD NO COMB PX PY MOMENT Units: K K K-Ft LOAD COMBINATIONS: COMB 1 : 1.00X CASE 1 + 1.00 X CASE 2 COMB 2 : 0 • 75 X CASE 1 + 0.75 X CASE 3 1 1 0.6086 5 000 0.0000 2 -3.0832 -4.3231 0.0000 4 1 -0.6086 5.4000 0.0000 2 -3.4493 7.6531 0.0000 SHEAR WALL SCHEDULE Wall Material Nailing p p1. shear Sill p1. shear Anchor bolts at Remarks tAllow. rtroansfer transfer foundations I 1/2" struc. 1 ply both lOd @ 4" 0/c edges, A35 @ 6" o/c, 3x top 16d @ 1.5 o/c 5/8"x12" A. bolts 3x studs @ panel ends, 3x blocking I sides 12" 0/c field ,I. over 2x stagg., 3x sill p1. 12" 0/c at panel edges 1020 #/ft 1/2" struc. 1 ply one lOd @ 3" o/c edges, A35 @ 8" o/c, 3x top 16d @ 3" o/c, 3x 5/8"x12" A. bolts 3x studs @ panel ends, 3x blocking 2 side 12" oc field ,l. over 2x sill p1. 24" o/c at panel edges 667 #/ft 1/2" struc. 1 ply one lOd @ 4" o/c edges, A35 @ 10" o/c 16d @ 3" o/c 5/8"x12" A. bolts 3 side 12" oc field 24" o/c 510 #/ft 3/8" CD-X ply one 8d @ 6" o/c edges, 12" A35 @ 16" 0/c 16d @ 6" 0/c 5/8"x12" A. bolts 4 side oc field 32" 0/c 260 #Ift 3/8" CD-X ply one 8d @ 4" o/c edges, 12" A35 @ 16" o/c 16d @ 4" o/c 5/8"x12" A. bolts 5 side oc field 24" o/c 380 #/ft 3/8" CD-X ply one 8d @ 3" o/c edges, 12" A35 @ 12" o/c 16d @ 3" o/c 5/8"x12" A. bolts 6 side oc field 24" o/c 490 #/ft 3/8" CD-X ply both 8d (l 4" o/c edges, 12" MS @ 6" o/c, 3x top 16d @ 2" 0/c 5/8"x12" A. bolts 3x studs @ panel ends, 3x blocking 7 sides oc field ,1. over 2x stagg., 3x sill p1. 16" o/c at panel edges 760 #/ft 3/8" CD-X ply both 8d @ 3" 0/c edges, 12" A35 @ 6" o/c, 3x top 16d @ 1.5 0/c 5/8"x12" A. bolts 3x studs @ panel ends, 3x blocking 8 sides oc field g. over 2x stagg., 3x sill p1. 16" 0/c at panel edges 980 #/ft 1/2" Gyp. Brd., one 5d cooler nails @ 7" A35 @ 32" o/c 16d @ 12" o/c 5/8"x12" A. bolts 9 side 0/c (blocked) 72" 0/c 1/2" Gyp. Brd., one 5d cooler nails @ 4" A35 @32" 0/c 16d@ 10" 0/c 5/8"x12" A. bolts 10 side 0/c (blocked) 48" o/c 1/2" Gyp. Brd., both 5d cooler nails @ 4" A35 @ 16" 0/c 16d @ .10" o/c 5/8"x12" A. bolts 11 sides 0/c (blocked) 32" o/c 1/2" Gyp. Brd., both 5d cooler nails @ 7" '35 ® 16" o/c 16d @ 6" o/c 5/8"x12" A. bolts 12 sides 0/c (blocked) 32" 0/c 5/8' Gyp Brd., both 6d cooler nails @4" MS @32" 0/c 16d@ 8" o/c 5/8"x12" A. bolts 13 sides 0/c (blocked) 32" 0/c 718" stucco WI expan. No. 11 Ga. 1.5" long, MS @ 24" o/c 16d @ 10" o/c 5/8"x12" A. bolts 14 metal or woven wire lath @ 7116'head nail,16 Ga. 8" 0/c 180 #/ft port. cern. plast. staple, 718 leg @ 6" 0/c r Notes: 1. all supports for gyp. brd. to be nailed with cooler nails. All plywood panel edges to be blocked and be nailed at 12" 0/c. At shear walls with plywood on both sides. Both veut. & horiz Joints on opposite sides of wall shall be staggered. 2-Anchor bolts per wall minimum Minimum anchor bolt spacing at 77 0/c. for exterior walls. Abbreviations: ply plywood Ga. gauge p1. plate brd. board . anchor .dagg. staggered wp gypsum port. Portland f05T t040 o,J J1/,oV5 rre- 4!LI2-5xJ00 7 A M ENGINEERS Consulting _Structural _Engineers (760) 741-7306 JOB SHEET NO'LS OF CALCULATED BY DATE CO,JUitJgW5 Pro- D5I61-) Il-i- 1-1ooi 01-ia '35-t4o)f/2_ VAU 9(. I, ..,. 54/ t5 I'o AL Co,.rt,'.JQ rro I, /5 MOt, / #rn 8E1 ,40r HE) AO fr/ltl rap ifof. I1A"/ F05T 1a40 ot-) Codft1'J0a0$ r-rc ,4/oT -iZ;' ExO 'z' ji LI/ TO 13.? / (, / I, 'I 3x3-c'xI 41" 40i Ffr.J154t0 C-AP 1 fri -'-'• 3l1çI - F':::/pjar,o ' =1iFJ- ,4-k,,J1& F 247?.) 432! [fjfl AM ENGINEERS Consulting _Structural _Engineers (760) 741-7306 JOB SHEET NO. OF_____________________ CALCULATED BY DATE_____________________ FEcT OF *0e41 aJ E3c,si wr# RETA!'JI v,ti Pot-4 fl Geotechnical *Geologic * Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760) 438-3155 • FAX (760) 931-0915 May 3, 1999 W.O. 2504-A-SC Jerry and Myrna Jones do Roy R. Blackford, Architecture and Land Planning 2942 Harding Street, Suite E Carlsbad, California 92009 Subject: Liquefaction and Dynamic Settlement Potential, 136 Sequoia Avenue, Carlsbad, California References: 'Preliminary Geotechnical Evaluation, 136 Sequoia Avenue, Carlsbad, San Diego County, California," W.O. 2504-A-SC, dated August 18, 1998, by GeoSoils, Inc. Gentlemen, 1n accordance with a request from Mr. Roy Blackford, and to comply with the City of Carlsbad plan check comments, GeoSoils, Inc. (GSI) has evaluated the potential for liquefaction and associated dynamic settlement to affect the site. Seismically-induced liquefaction is a phenomenon in which cyclic stresses, produced, by earthquake-induced ground motion, create excess pore pressures in soils. The soils may thereby acquire a high degree of mobility, and lead to lateral movement, sliding, sand boils, consolidation and settlement of loose sediments, and other damaging deformations. This phenomenon occurs only below the water table; but after liquefaction has developed, it can propagate upward into overlying, non-saturated soil as excess pore water dissipates. Typically, liquefaction has a relatively low potential at depths greater than 45 feet and is virtually unknown below a depth of 60 feet: Liquefaction susceptibility is related to numerous factors and the following conditions should be present for liquefaction to occur: 1) sediments must be relatively young in age and not.have developed a large amount of cementation: 2) sediments generally consist of medium to fine grained relatively cohesionless sands; 3) the sediments must have low relative density: 4) free groundwater must be present in the sediment; and 5) the site must experience a seismic event of a sufficient duration and magnitude, to induce straining of soil particles. 99 /115 P Inasmuch as a majority of these conditions do not exist onsite and the entire site is underlain by relatively dense terrace deposits, àUr evaluation indicates that the potential for liquefaction and associated adverse effects (dynamic settlement) within the site is very low. Since our study is based upon the site materials and conditions observed, selective laboratory testing and engineering analysis, the conclusion and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility for work, testing or recommendations performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions, please do not hesitate to call our office. Respectfully submitted, GeoSoils, Inc. ,çtD EO 'L; No.i934 \ R. Robert G. Crisman Engineering Geologist, C RGC/ARKIkI Distribution: (4) Addressee - Albert R:Kleist---- - - Geotechnical Engineer, E No. 476 Exp. 06-30-01 Jerry and Myrna Jones W.O. 2504-A-SC 136 Sequoia Avenue May 3, 1999 FiIe:e:\wpl\2500\2504a.Iad Page 2 Inc. 0 . S9 Geotechnical • Geologic. Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760) 438-3155 • FAX (760) 931-0915 April 1, 1999 W.O. 2504-A-SC Jerry and Myrna Jones do Roy A. Blackford, Architecture and Land Planning 2942 Harding Street, Suite E Carlsbad, California 92009 Subject: References Gentlemen, Addendum to the Plan Review, Side Yard Drainage, 136 Sequoia Avenue, Carlsbad, California "Plan Review, Residential Development at 136 Sequoia Avenue, Carlsbad, California," W.O. 2504-A-SC, dated February 10, 1999, by GeoSoils, Inc. Diego 3. "Architectural Plans for Jerry and Myrna Jones, 136 Sequoia, Carlsbad, CA. 92009," NJ Job# 9808, dated December 11, 1998, by Roy E. Blackford, Architecture and Land Planning. "Preliminary Geotechnical Evaluation, 136 Sequoia Avenue, Carlsbad, San County, California," W.O. 2504-A-SC, dated August 18, 1998, by GeoSoils, Inc. In accordance with your request, GeoSoils, Inc. (GSI) has reviewed the referenced reports and have prepared this addendum to our plan review dated February 10, 1999, regarding a side yard setback and location of a drainage swale. Based on our review, the minimum distance from a given structure to the flow line of side yard drainage may be reduced from 5 feet, per City Standard GS-1 5, to a minimum of 3 feet. Due to the decreased setback from structure to drainage swale, footings for the structure should maintain a minimum embedment equivalent to 12 inches below the flow line elevation of the adjacent drainage swale. Trenching for any utilities adjacent to a footing should remain above a 1:1 projection downward from the outside bottom edge of the footing. All trenched should be compacted to a minimum 90 percent relative compaction. The use of roof gutters and downspouts should also be considered. Since our study is based upon our review of the referenced plans and our referenced report, the conclusion and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GeoSoils, Inc. assumes no responsibility or liability for work, testing or recommendations performed or provided by others. ct3Tt4 No. Exp. O8-3 CAU The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact any of the undersigned. Respectfully submitted, GeoSoils, Inc. G. Robert G. Crisman I fk 'io. i ,1Iert A. Kleist Project Geologist, CE IG Engineer, 1W e technical G RGC/ARK/mo J'zs iL1 -, OF , Distribution: (4) Addresse--' Jerry and Myrna Jones W.O. 2504-A-SC 136 Sequoia Avenue April 1, 1999 File:e:\wp7\2500\2504a.att Page 2 GeoSoits, Inc. S9 Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760) 438-3155 • FAX (760) 931-0915 February 10, 1999 W.O.2504-A-SC Jerry and Myrna Jones do Roy R. Blackford, Architecture and Land Planning 2942 Harding Street, Suite E Carlsbad, California 92009 Subject: Plan Review, Residential Development at 136 Sequoia Avenue, Carlsbad, California References: 1. "Preliminary Geotechnical Evaluation, 136 Sequoia Avehue, Carlsbad, San Diego County, California," W.O. 2504-A-SC, dated August 18, 1998, by GeoSoils, Inc. 2. "Architectural Plans for Jerry and Myrna Jones, 136 Sequoia, Carlsbad, CA. 92009," Job# 9808, dated December 11, 1998, by Roy R. Blackford, Architecture and Land Planning. Gentlemen, In accordance with a request from Mr. Roy Blackford, and to comply with the City of Carlsbad plan check comments, GeoSoils, Inc. (GSI) has performed a review of the Architectural plans (Sheets 1, 2,4, 5 and 9) prepared by Roy R. Blackford Architecture and Land Planning, for the proposed subject project. The plans reviewed appear to be in general conformance with the recommendations provided by this office and presented in GSI (1998), with the following comments and/or additional recommendations. The referenced report, prepared by GSI, should be shown on the referenced plans. Since our study is based1upon the site materials and conditions observed, selective laboratory testing and engineering analysis, the conclusion and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility for work, testing or recommendations performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions, please do not hesitate to call our office. Respectfully submitted, GeoSoils, Inc. Robert G. Crisman A Engineering Geologist, CE RGC/ARK/mo Distribution: (4) Addressee Albert R. Kleist Geotechnical Engi -., ç;-cP r476 No. 476 Exp. 06-30-01-0i' ) OF Jerry and Myrna Jones W.O. 2504-A-SC 136 Sequoia Avenue . February 10, 1999 Fi1e:e:\wp72500\2504a.prr Page 2 GeoSOils, Inc. City of Carlsbad 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: JONES RESIDENCE Building Permit Plan Check Number: CB991456 Project Address: 136 SEQUOIA AVENUE A.P.N.: 206-01106 Project Applicant M/M JONES (Owner(s) Name(s)) DEMO EXISTING 725 SF DWELLING Project Description: BUILD NEW 3,836 SF DWELLING Building Type: WOOD FRAME RESIDENTIAL Residential Number of New Dwelling Units DEMO ONE DWELLINGBUILD NEW ONE DWELLING Square Feet of Living Area in New Dwelling DEMO 725 SF BUILD NEW 3,836 SF Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc./ Ind.: Square Feet Floor Area / City Certification of Applicant's information: 8a&trT School District Pine Ave. XXX Carlsbad CA 92009 (729-9291 Union School District iRanch Santa Fe Rd San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 710 Encinitas Blvd. Certification of Applicant /Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 Revised 3-18-99 'IIE 11:00 CITY OF CIRLSBID OC'11 DE F NO 43084 P. 03 I - 1 • )RP NrcAE T-.t• T!-F C. . r or ownr has atist€1 tn (thiiqttOi Cr t q 'ri -s -1 -n naqe 1 ras pEtIC ao amo'nk '1: tur IAt hy thf Scioo L) t t I h4 Gry 'T iILBlair Assist Supt Crlsbid Unified School District 8USWSSIVic€ 801 Pine Avenue Carlsbad, California 92008 L 6/4/9 9