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Home My WebLink About1368 CYNTHIA LN; ; CB891965; PermitB U I L D I N 21 1 1368 CYNTHIA LN SINGLE FAMILY DWELLING 10/10/90 08 Page 1 of Job Address Permit Type Parcel No Valuation 236,670 Construct]on Type NEW Occupancy Group R3 Description- SFD 3220 GAR PERMIT Str Permit No Project No Development No Fl Ste CB891965 A8903540 950 Class PORCH260 Code Appl/Ownr Status Applied Apr/Issue Validated By ISSUED 12/21/89 04/03/90 JPY KELLEY, PAT 1622 TREMONT OCEANSIDE, CA 92054 433-5139 OWNER KELLEY, PAT 1622 TREMONT OCEANSIDE, CA **•* Fees Required *** ***> Fees 12,653.00 Adjustments- 00. Total Fees 12,653 00 Fee description Building Permit Plan Check Strong Motion Fee Enter" 'Y' to Autocalc P F.F > Enter 'Y' to Autocalc T.I.F > : Enter Number of EDU ' s > Enter 'Y' to Autocalc M F F > * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > •x ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL Lie. OWNER 438-1161 Fees Collected & Credits *x* Total Credits- 00 Total Payments. 12,653 00 Balance Due: 00 Units Fee/Unit Ext fee 1 21 1 1 1 2 200 2 5 1 . 00 . . . 00 00 00 00 00 00 00 00 00r— 2 6, 2 2 2 9 4 6 •"" ••. 50 , 50 50 50 50 25 00 50 50 ' * — 1119 727 17 8283 600 1713 12459 7 52 6 2 2 5 77 5 50 55 15 18 22 — - 662 00 00 00 00 00 00 00 50 50 50 50 50 00 00 00 00 00 00 00 50 ..50 00 Data Y Y Y Y Y Y CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 «JMS* PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr , Carlsbad, CA 92009 (eig) 438-nsi L PERMIT TYPE | ~A Q COMMERCIAL DNEWGTENANT IMPROVEMENT B [] INDUSTRIAL QNEW QTENANT IMPROVEMENT c ^RESIDENTIAL DAPARTMENT QCONDO SWINGLE FAMILY DWELLING OADDITION/ALTERATION DDUPLEX DDEMOLITION QRELOCATION QMOBILE HOME QELECTRICAL QMECHANICAL QPOOL DSPA QRETAINING WALL QSOLAR BOTHER, PROJECT INFORMATION PLAN CHECK No & \ ct /7~~ * 'I EST VAL. PLAN CK DEPOSIT VALID BY. DATE , 22 j 4 12/21/89 0001 01 02 C-PRMT 500-00 FOR OFFICE USE ONLY Address Nearest Cross Streets BuiIding or Suite No fubdLEGAL DESCRIPTION ivision Name/Number CHECI/BELOW IF SUBMITTED Energy Calcs Structural Calcs SoiIs Report Addressed Envelope ss SSORSPARCEI EXISTING USE PROPOSED USE DESCRIPTION OF WORK BLDG SO FTG * OF STORIES CONTACT PERSON NAME CITY SIGNATURE ADDRESS STATE CA ZIP CODE DAY TELEPHONE APPLICANT D CONTRACTOR D AGENT FOR CONTRACTOR ADDRESS CITY STATED ZIP CODE D AGENT FOR OWNER DAY TELEPHONE PROPERTY OWNER CITY ADDRESS ZIP CODE LESSEE C]TENANT <f 33 57.37 DAY TELEPHONE 6 CONTRACTOR TONAME ADDRESS STATED/) ZIP CODE STATE LIC #LICENSE CLASS DAY TELEPHONE 4/5^cS^ 3-3 CITY BUSINESS LIC # SIGNATURE TITLE DATE DESIGNER NAME ZIP CODE DAY TELEPHONE WORKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE 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 SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Owner Builder Declaration 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason [3 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 ) O 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 reaso (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, commencing with Section 7000 of Division 3 of tho 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]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS 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' DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' DYES [3NO IF ANY OF THE ANSUERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY I, 1989 UNLESS THE APPLICANT HAS MET 0« IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction tending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDER'S NAME */• /-JS/!LENDER 13 ADDRESS 10 APPLICANT'S SIGNATUREI certify that I have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT 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 time after the work is commenced for a period of 180 days (Section 303(d) Uniform Buildinq Code) APPLICANT'S SIGNA,(^CONTRACTOR PHONE APPROVED BY DATE WHff£--Rle. YELLOW Applicant PINK Finance DEPT: BUILDING FINAL"BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB891965 PERMIT*: CB891965 ' PROJECT NAME: SFD 3220 GAR 950 PORCH260 WATER DATE: 10/02/90 PERMIT TYPE: SFD ADDRESS: 1368 CYNTHIA LN / CONTACT PERSON/PHONE#: ED/438-2233 SEWER DIST: WATER DIST: INSPECTED BY: DATE INSPECTED: /ft -^-^Q APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: INSPECTED BY: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS: -JCTl:1') Maintenance Dept— c/ ., <V; si .3 DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB891965 PERMIT!: CB891965 PROJECT NAME: SFD 3220 GAR 950 PORCH260 '.WATER _ _; DATE: 10/02/90 PERMIT TYPE: SFD ADDRESS: 1368 7CYNTHIA LN^-:'- CONTACT PERSON/PHONE#: ED/438-2233 SEWER DIST: WATER DIST: INSPECTED. BY: DATE INSPECTED: OCT 5 '990APPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: ae Engineering Departmeni 438-3367 j... i p.! n i i. i hi. i if., <••>] •, ", i ,M DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB891965 PERMIT*: CB891965 PROJECT NAME: SFD 3220 GAR 950 PORCH260 WATER DATE: 10/02/90 PERMIT TYPE: SFD ADDRESS: 1368 CYNTHIA LN CONTACT PERSON/PHONE*: ED/438-2233 SEWER DIST: WATER DIST: INSPECTED BY: DATE / / \JINSPECTED: IQI£1 40 APPROVED _>C- DISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS: CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB891965 FOR 10/05/90 DESCRIPTION: SFD 3220 GAR 950 PORCH260 TYPE: SFD JOB ADDRESS: 1368 CYNTHIA LN APPLICANT: KELLEY, PAT CONTRACTOR: STR: 433-5139 INSPECTOR AREA TM PLANCK* CB891965 OCC GRP CONSTR. TYPE NEW FL: STE: OWNER:KELLEY, PAT REMARKS: Tl/MH/ED/434-2233 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: 438-1161 INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT* SE900006 CB900765 CB900766 RW900047 TYPE SWRSD RAD ELEC ROW STATUS ISSUED ISSUED ISSUED ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 062190 Exterior Lath/Drywall 062090 Rough Combo 061590 Insulation 061390 Frame/Steel/Bolting/Welding 061390 Rough/Topout 061390 Rough Electric 061390 Rough/Ducts/Dampers 061190 Shear Panels/HD's 052290 Shear Panels/HD's 051190 Ftg/Foundation/Piers 051090 Ftg/Foundation/Piers 050990 Ftg/Foundation/Piers 050890 Ftg/Foundation/Piers 050290 Underground/Under Floor ACT AP AP AP CO AP AP AP AP AP CA AP AP CO AP INSP WDM WDM MP WDM WDM WDM WDM WDM WDM WDM WDM WDM WM WDM COMMENTS GARAGE SHEAR ONLY DECK PIECE DAILY FIELD REPORT No-' / Job Nome:Project No* Locotion:Weather:Day Contractor:Foreman1 Field Technician' p.Miles:Hours' Equipment Working'Inspection/Testing of Summary of Operations •• J06 SITE 6f2MQp.fi> ,-f M A oo/l o. Ml. TO 51A6S 4 FQCTT ts^GS . C\ Supervisor:Engineer:Geologist: Todays Yardage ••Yardage to Date' Knylnccrs, Inc. INDUSTRIAL cr su/rf /». vwrA CA92033 619-727-0282 101 A (4 77)WHITE - File Copy YELLOW-Client Copy PINK-FieldCopy GOLD — Office Copy 10/10/90 INSPECTION HISTORY LISTING FOR PERMIT# CB891965 DATE INSPECTION TYPE 10/05/90 Final Combo 06/21/90 Exterior Lath/Drywall 06/21/90 Exterior Lath/Drywall 06/20/90 Rough Combo 06/15/90 Insulation 06/15/90 Insulation 06/13/90 Frame/Steel/Bolting/Wel 06/13/90 Rough/Topout 06/13/90 Rough Electric 06/13/90 Rough/Ducts/Dampers 06/13/90 Rough Combo 06/11/90 Shear Panels/HD's 06/05/90 Roof/Reroof 06/05/90 Const. Service/Agricult 05/22/90 Shear Panels/HD's 05/22/90 Shear Panels/HD's 05/11/90 Ftg/Foundation/Piers HIT <RETURN> TO CONTINUE... 10/10/90 INSPECTION HISTORY LISTING FOR PERMIT* CB891965 INSP ACT COMMENTS RI RI WDM WDM RI MP WDM WDM WDM WDM RI WDM RI RI RI WDM RI RI RI AP AP RI AP CO AP AP AP RI AP RI RI RI AP RI Tl/MH/ED/434-2233 Tl/MH/ED/434-2233 T2/MH/ED T2/MH/ED/4 3 4-2233 T2/MH/ED/434-2233 T2/MH/ED/434-2233 Tl/MH/BRUCE/4 3 4-2233 GARAGE SHEAR ONLY Tl/MH/ED/434-2233 DATE INSPECTION TYPE 05/11/90 Ftg/Foundation/Piers WDM CA 05/10/90 Ftg/Foundation/Piers RI RI 05/10/90 Ftg/Foundation/Piers WDM AP 05/09/90 Ftg/Foundation/Piers WDM AP 05/08/90 Ftg/Foundation/Piers RI RI 05/08/90 Ftg/Foundation/Piers WM CO 05/02/90 Underground/Under Floor RI RI 05/02/90 Underground/Under Floor WDM AP INSP ACT COMMENTS PK/MH/ DECK PIECE T2/MH/ED/4 3 4-2233 T3/MH/ED/434-2233 HIT <RETURN> TO CONTINUE... ADDRESS:. O APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D QROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL • ..iu..,- PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTWCAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING a ELECTRIC SERVICE D UFER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER TIME DATE CORRECTION NOTICE ADDRESS: /- D APPROVED PLANS SHALL BE ON JOB SITE BUILJJfNG ^_ ^FOUNDATION /, (J T <j~ejX£—* \^XJ^C*^ ^ D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING G UNDERGROUND WATER G ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER /Uo/L &&£ f* 2~^~~t TIME . DATE INSPECTOR CITY BUILDING INSPECTION DEPARTMENT PHONE-438 3550 Note Final Inspection Required ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) DATE: JURISDICTION: PLAN CHECK NO: C&SET; PROJECT ADDRESS; PROJECT NAME; /?00f= ) APPLICANT USDIC _ CHECKER QFILE COPY QUPS nDESIGNER 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 tre jurisdiction's ouilding codes wnen minor deficien- cies identified _ are resolved and checked oy building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed creek list and snould oe corrected and resuomitted for a complete recneck. D The cr>ec< list transmitted nerev,ith is for your information. Tre plars are ceing held at Escil Corp. until corrected plans are sucmitted for recnecx. D Tne applicant's copy of tne creek list is enclosed for tre jurisdiction to return to tne applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted:_ REMARKS: Telephone ESGIL CORPORATION ' DGA DAA Dvw DDM Enclosures ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: 65- o SET; T7T- C APJ JURISDICTION _EANnCHECKER QFILE COPY QUPS QDESIGNER D 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 deficien- cies identified iw A-TrfictHi-;? Xfaf.&T 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ] The applicant's copy of the check lis een^sent to: .Esgil staff did not advise the applicant c plan check has been completed. II Esgil staff did advise applicant tha been completed. Person contacted: ?rson that an check has Date contacted: REMARKS: Telephone # By: ^ ESGIL CORPORATION DGA DAA Dvw DDM POJI-H- /^Enclosures; CB c/wr /g./gcJv/<5s7X TVs _ AS ft (ML t S-C —/^ L S 7T>t C^W L-A£s&f ££T^£.?«j CXDO /^ A/O 7S"ooo DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 J3A-0 SET: _ HSDICTIONJPLAN CHECKER QFILE COPY QUPS HDESIGNER n n 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 deficien- cies identified 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. <t The check list transmitted herewith is for your information. J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I| Esgil staff did advise applicant that the plan check has —' been completed. Person contacted: Date contacted: REMARKS: Telephone By: ESGIL CORPORATION DGA DAA Dvw CD DM Enclosures: JURISDICTION CjCLSl/lQ pate PROJECT ADDRESS•_ 70: PAT*- PLAN CORRECTION SHEET Plan: Check No.S°> - FOREWORD; PLEASE REAP Plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PUNS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan acts that may have been returned to you by the jurisdiction, •_ .* - To facilitate rcchccking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker^ plan check completed <T?T) f- £•<*/*!£> ATI \i-IL (A£-f- ' C V<e-r> && A Tf.7>* Q£/^£g/g e& ;7TfJe\ l-f-f AT LOSS C.ALC S f- A ^-# s /S GA/ - f/ff ALL r, ^ <- 'LT/c STC r^t o T Cf/~ 5"O (JAJO f~frr^ iv i OCC OCC 5 £/*"c- / /+-t I (<y w^. I \J>1 A/ A *u°/ pe^ot. ",'. ESGIL CORPORATION 932O CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 56O1468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: CJ3 8 c/-SET; PROJECT ADDRESS: PROJECT NAME: IJURISDICTK rPTAlT CHECKERQFILE COPY PjDESIGNER D 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 I with the jurisdiction's -building codes when minor deficien- cies identified _ are resolved and checked by building department staff. I — | 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: fil Esgil staff did not advise the applicant contact person that **^ plan check has been completed. I1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone # By; ESGIL CORPORATION DGA DAA Dvw QDM Enclosures FLAM CHECK MO: C & cm or CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS;C V /V7#/ 4 FLOOR AREA; 32-2^ STORIES: HEIGHT: 95~Q REMARKS: FLAM OORKKUXM.OH GUY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction- Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: FOREWORD: PLEASE READ Plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments Present California law mandates that residential construction comply with Title 2^ and the following model codes. 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 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, note on this list for a copy1) where each correction item has been addressed i.e . plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans NOTE: PAGE NUMBERS ARE NOT DC SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECHOHS WERE DELETED. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to The jurisdiction's building department Indicate on the Title Sheet of_ the plans, the name of the legal owner and name of person responsible for the preparation of the plans Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code) Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible f or _their preparation, for plans deviating " from conventional wood frame construction. Specify expiration date of license (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show eleyations~lpf_ " : Show drainage patterns Section 302(c). adjacent finish grade. with minimum slopes Indicate distance from property proposed building. Section 302(c). lines to Show on the title sheet all structures, pools, 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 " Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420 Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor (Table 5-A, Section 1709 (a)) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710 Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504 Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 5/10/89 ROOM SIZES. LIGHT. VENTILATION AMD GLAZING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area At least one room shall have not less than 120 square feet of floor area Section 1207 (b) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a) Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open-, and the porch abuts a street, yard or court Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room be less than 1207 (c). 7'0" other than a kitchen, shall in any dimension. Section Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet Section 511 (a) Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. >8 Glazing, in the same wall plane as a door, roust be safety glazing if within 12" of the door and less than 60" "above the walking surface, unless the glazing is leaded or faceted glass Section 5406 (d) 6 Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor) Section 5406 (d) 5 Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24" Section 1204 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 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story Section 1716 EXITS. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits 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. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6"8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B 5/10/89 Provide stairway 3306 (b) & (c) and landing details Section Maximum rise is 7" and minimum run is 11" When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum Minimum headroom is 6'6" Minimum width is 36" All handrails per Section satisfy the following 3306 (j), shall Provide handrail for stairways with 4 or more risers Handrail shall be nosing of treads. 30" to 34" above the The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 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 inches. Section 3306 (g), 3304 (i) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying / with Section 3306 (d)- Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest Maximum rise is 8 inches Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a'. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. yr Spiral stairvays may not be used for required exits when the area served is greater than 400 sq ft Section 3306 (f) - Provide I C B 0 Research Report and number for metal stairvay, or submit plans and calculations and approved fabricator registered v,ith the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway An exit balcony with 2 separated stairways is exempt Section 3306 (1) Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it An exit balcony with two separated stairways is exempt. Section 3306 (1) Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n) The ^alls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m) Within units, show that minimum width of 36 inches ROOFIHG corridors have a Section 3305 (b). Specify roof slope Roof slope is not adequate for roof type specified. Table 32-B, Section 3203 (h). Specify roof material and application. Chapter 32 Specify I.C B 0. or U L approval number for roof materials not covered in U B C., e.g , tile, etc. Section 107. 5/10/89 The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches Section 3203 (e) 2 The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3 >9. Specify minimum I/A inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6 60. Show roof drains and overflows Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C B.O. approval number. ^5~#r ^ I 3"CHE0 \l) Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6 Show attic ventilation. 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 required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. yfib. Show height and construction details of all ( masonry walls. Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. (til. Provide details for damp proofing the « foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d) X Show a minimum 2" air space and flashing between planter and building walls Section 2516 (c) 7 GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of \%alls and ceiling common to the dwelling Table 5-B, Section 503 (d) All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 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 503 (a) Exception 3 Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23 NOTE Maximum shear panel ratio is 3 1/2 to 1 for height-to-width. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark UMC Section 508, UPC Section 1310 (a) FOUNDATION REQUIREMENTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 2905 (c). S"u&t*>tT ~S~oiL'S K.£P o ^7- The foundation plan does not comply with the soils report recommendations for this project Please review the report and modify design, notes and details as required to show compliance: 5/10/89 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation 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 (when required by the soil report) The soils report recommendations excavations be reviewed by soils engineer Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that i. The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23 If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29. Note on plans that wood shall be 6" above finish grade. Section 2907 (a) minimum. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation per U.B C. Table 29A: Floors Supported-' 1 2 3 Stemwall Width Footing Depth Thickness 6" 8" 10" 12" 15" 18" 12" 18" 24" 6" 7" 8" Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 Show foundation bolt size and spacing Section 2907 (f) Specify size, I C B 0 number and manufacturer of power driven pins Show edge and end distances and spacing. Section 302 (c) If required, show size, imbedjnent and location of hold down anchors on foundation plan Section 2312 (f), 302 (c) If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls Section 2907 (b) Show on the plans stepped footings for slopes steeper than 1-10 Section 2907 (c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders Section 2516 (c) 2 Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". { Section 2516 (c). Show minimum underfloor ventilation equal to 1 f sq. ft. for each 150 sq ft. of underfloor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) 6. Specify that posts embedded in concrete shall / be pressure treated per UBC Std No. 25-12 Section 2516 (c) 1. FRAMING Show wall bracings Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 Sft&UJ O V In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. 'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 5/10/89 105 N<Note cross bridging or blocking Floor joists ( and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline Sec. 2506 (h), 2517 (d) 6 IBb Show blocking at ends and at supports of floor C joists, rafters and trusses at exterior walls Section 2517 (d) 3, 2517 (h) 6. Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 109.Show rafter ties, not more than 4 above the ceiling ceiling joists (h) 4. Rafter ties shall be spaced feet on center and be just joists, where rafters and are not parallel Section 2517 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 1 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. ^ Show nailing will be in compliance with Table f 25-Q. 1*3. Show or note fire stops at the following ( locations per Section 2516 (f). a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; >. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished, and 3. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing stud heights Bearing wall max 10', Non-bearing 2 x max 20' Table 25-R-3 Maximum allowable 2 x4 and 2x6 max 14 ', 2x6 Studs supporting two ceiling must be 3 x k Table 25-R-3 floors, a roof and or 2 x 6 at 16" o c Note on A I T C Certificate of Compliance for / glued laminated wood members shall be given to the building inspector prior to installation Section 306 (f) Detail all post-to-beam connections and reference plan Section 2516 (m) and post-to-footing the detail to the '8 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2513 11^. Specify nail size and spacing for all shear ' walls, floor and roof diaphragms. Indicate required blocking Maintain maximum diaphragm dimension ratios [Tables 25 I, J, K and Section 4713 (d)]. 120. Show 3" x 4" or 2" x 6" studs in first story ' of three story building Table 25-R-3 Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 122) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 123. Provide roof framing plan and floor framing / plan Section 302 (c) . Provide framing sections through124\ Pro Section 302 (c). . Specify all header sizes for opening over 4' wide Section 2517 (g) 5 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b) 5/10/89 127. Provide calculations for lateral loads, shear ' panels, shear transfer and related. Section 302 (b) /8. Show on the plans all structural requirements developed in the structural calculations Section 302 (c) (See comments below or at end.) yt.Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4 Show location of attic access with minimum size 22" x 30". Section 3205 1*32. Show draft separation for attic areas between units in a duplex. Section 2516 (f) and panel133J Specify plywood thickness, identification index. Table When roof prtch is less than 3 12, design ridge as a beam. Section 2517 (h) If foundation cripple wall studs are less than IV high, framing shall be solid blocking Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height ^ shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior elue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. &e>0f=- SS*r& 2- 138" ' Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHAKICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and Cooling systems and appliances shall comply with the Uniform Mechanical Code Show the size, location and type of all heating and cooling appliances or systems Show source of combustion air to furnace, per Chapter 6, UMC Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC, Sec 1211 Show minimum 30" deep unobstructed working space in front of furnace Section 505, UMC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance Section 704 UMC. Show I . C B 0 fireplace. approval number for prefab Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches Section 708 & 709 UMC li*9\ Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 1#0. Show permanent electrical outlet and lighting ' fixture controlled by a switch for the attic furnace. Section 708 UMC. 1. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. '3. Provide dryer vent to outside. UMC, Section 1903. 5/10/89 ELECTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code 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 1^5. Show location of all electrical receptacles. 15b. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in (other than for laundry shall be GFI protected garages and basements and similar equipment) NEC, Art 210-8 . Note electrical system ground to be provided £ per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBIHG CODE) Show water heater size, type and location on plans. UPC, Section 1301. ~^~~ l£a. Show source for providing combustion air to ( fuel burning water heater If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. ,63. Provide adequate barrier to protect water heater from vehicle damage UPC, Section 1310 and show6k,) Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & (O. Show shower stall can accommodate a 30" circle and has a minimum floor area, of 1,02** sq in UPC 909 (d) NOISE INSULATION (DUPLEXES! Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound .transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25 EHERG? CONSERVATION '170J Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design Section l<*03(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 3. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 5/10/89 4. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerev Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition yf.Provide fluorescent general lighting kitchen(s) per CAC, Title 24, 2-5352(J). in 178^ Please see additional corrections, or remarks, on the following page. CARLSBAD S.F.D. & DDPLKX SUPPLEMENT Energy conservation design should be for Zone 7 See attached energy packages. 180. Floor drains must have auto-prime (city f policy). 1. Note exhaust fans cannot be ductless type__(city ' policy). 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). 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). 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). 185 Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 18b Show on the Title Sheet on the plans, the f information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams « and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 189. UBC Adopting Ordinance 8792 requires Fire ' Retardant roof on all structures (Sec. 18 04.230) Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i e. no ^washing machines, etc. Show compliance. Ml. Please see additional corrections, or remarks, ( on the following page. The City of Carlsbad 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 check for your project If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you Enclosures: 1. 2. 3. Certificate of Compliance: Residential (Page 1 of 2)CF-1R Project TIU« Project Addr en DocumenUlk>o Author Compliance Method (P>ciii{c, Poini Syncm or Computer) Dale Telephone Buildtnf POEIII I Enforconenl A|o>cy U»e Only GENERAL INFORMATION Total CondiDoned Floor Area: Building Type: (check one or more) Single Family Multi-Family (less than 4 stones) Multi-Family (4 or more stories) Front Entry Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: Hotel/Motel Addition Existing-Plus-AddiDon North / East / South / West / All Orientations (circle one or more) Slab / Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-Value (ntSc. to garage, typictl. etc) Wall Wall Roof Roof Floor Floor Slab Edge GLAZING Shading Devices Glazing Orientation Area (sf) Glass Type (single, double) Interior (roller blind, etc ) Exterior (shadescreen. etc ) Overhang (yes/no) Framing Type (meul/wood) Front.... ( ) Front .. ( ) Left. .. ( ) Left ( ) Rear.... ( ) Rear . . ( ) Right .. ( ) Right... ( ) Skylight Skylight.. . THERMAL MASS Type/Covering Area Thickness (slab/exposed tile, etc ) (sQ (inches)Location/Description (kitchen, buh. etc ) Certificate of Compliance: Residential (Pagc2of2) CF-1R Project TIU« D»U HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heal pump) (SE. SEER.HSPF) (amc. etc ) R-Value (Btuh) (or approved equal) Maximum Furnace Heating Output; Btuh HOT WATER SYSTEMS' Tank Manufacturcr/Modcl # System Type (storage gas. etc) Capacity (or approved equal) SpecialFeature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built m multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: Name. : Tide/Finn: p Title/Finn: Address. Address: Telephone; Telephone. Ltc. #: (signature) (dale) (signature) (dale) Documentation Author Enforcement Agency Name. Name; Tide/Firm: Agency: Address: Telephone: Telephone: (signature) (dale) (signature or sump) (date) Form Revved Mirch 19U THE FOLLOWED HOTES SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHIN JOB SPECOTCATION DOCUMENTS. MANDATORY ENERGY COHSZKVATION REPUTKEHENTS OF THE STATS OP" CAt.TFQgHTA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. (2) A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat punps (3) Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the- thermostat twice in 2^ hours. CO Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type v.all furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenun, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall ba. insulated to conform to the provisions of Section 1005 of the OMC, 1982 Edition. (8) A vapor barrier is required in clisate zone 1, lfc, and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if outside conditioned spaca, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recalculating hot water piping outside the building envelope shall be insulated in accordance with T20-lA06(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulation installer shall post, a signed certificate...Section 276. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 2k, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter <*, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 dtp of DEVELOPMENTAL B jt^ M - .1200 ELM AVENUE SERVICES W4*i^M CARLSBAD. CA 9200S.1969 BUILDING DEPARTMENT VSEr^^ (019)438-5523 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number - Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Date: /-4 Prepared bytrrepz >/. CITY OF CARLSBAD VALUATION AND PLAN CHECK PEE a Bldg. Dept. O Esgil PLAN CHECK NO. BUILDING ADDRESS /3 APPLICANT/CONTACT £&r£/Ck' BUILDING OCCUPANCY /^L? TYPE OF CONSTRUCTION PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION &AS&U/uS &&&*H^fc &>/*CM Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREAjr/r • ?>2ZO 9*rd-z&o— VALUATION MULTIPLIER (&<3 — J7?P 6°* - e 3 e VALUE •z/8, #&a °£ JC*'* /5-d<& / 5-60& z^t>y$°~ Building Permit Fee $, Plan Check Pee $ C 0 H HE NTS; / 'V- ^IIJ? 727 Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 DEC. SHEET OF 12/87 1 $1s T BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: // / PLANCHECK NO. 2 3 N R D D ITEM COMPLETE\ ITEM INCOMPLETE - NEEDS YOUR ACTION ITEM SELECTED PROJECT ID: LEGAL REQUIREMENTS Site Plan n Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. 2. Sjiow on site p1an:dJinish floor elevatToH^Xliad elevaiians^ grade adjacent to Lrias-P existing and proposed slopes, driveway with percent (%) grade and drainage patterns 3 Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance )C 4. No Discretionary approvals were required. 5.Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by:. Field Review Date: 8. Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements V 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an Q%" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date:.By.. Improvement Requirements X 11. No public improvements required. SPECIAL NOTE- Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:.By:. FRM0010.DH 08/29/89 .13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By: Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). ^C 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE. The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits 16. Right-of-Way Permit not required. % 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following; Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. X 20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 .21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required I. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee:. A 23. Traffic Impact Fee Fee Per Unit: ^foCo*^ Total Fee:. ~" _24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee:. y\ 25. Public Facilities Fee required. Ay A 26 Facilities Management Fee Zone: / Fee 27. Sewer Fees Permit No. Si^yoooob EDUfs J.Q Fee: _^m_2Q. Sewer Lateral ream red :1 Fee: <teLFee: REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date: I I to FRM0010.DH 08/29/89 (0 (D (0Q Q Q PLANNING CHECKLIST Plan Check No. APN. __ Planner Address (Name) Type of Project and Use _ Zone I/ Phone 438-1161 Facilities Management Zone . V V «<.C -C .Cu u u \<o n a Efnn D Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES APPROVAL/RESO. NO. PROJECT NO. - NO DATE: TYPE OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Coastal:YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0D D inn DDD ann ana an a a Landscape See Site Plan 1. 2. 3 4. Zoning: 1. 2. 3. 4. Plan Required- YES NO attached subtmttal requirements for landscape plans Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. j. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Spaces Required Guest Spaces Required Shown Shown ann Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES Additional Comments OK TO ISSUE DATE PLNCK.FRM </> 1/1 inK H I-ui ui uiin in uiZZZi/l in inss§ (SI \ PfrTAltK y - ,.v,4".-A- ^..s^a&iSgi^...^$$&$i^ ^-yfpp!. ..'.jtsSViai'••••-.;,--i..^'A&y.i. '••••>&•'Wia'lr'^.v*-. I*-*«!-.! ;!:..rv-:-iP*'^ ife «<'?; ^^?'1;' --- ^fe'*Sr;:>'Kt;f;v!:V^»*'"*;.;s^~\'^' '-i'./'; ! >.".'r':;i- / '•' \~ Ul Ul 111HI Ul Ul (A </)«/>s§§ r< MM 1-' Cn <i> " I or i 1 J _r „ J 5A J 6J(n .N..\j cxT N. ^ <*•N ^ \ S rn I — N(ft 5 -f-fe ^ ^ " &N* in </> v>i- K i-Ul UIUIIII 111 IIIXXXin in ins§§ X .S >H (o V! « tj 5 ; M V .w 0 uilai* v a •(/iM. Ot (ya 7 1,060 Iks XXin inooooo•° For o"-'2~c>' C <L / _-. .VfiS. ^ /, 3 ^ A3 x 73 ^ 2 Z .^ 3 7 ' - 37' = or sj -*/ .2. k IvL & re* f& u F^r IIIi/> in in OOO -f 2^-3 JOS f -fi P .f D i 3'x f 67 /_& 2^37 ~ /0V cy OP r -f- u/«//, shftr ^ — ! "/ 30,&7- 3 6 V* VI Wi Ul HI Ului m in XZZ</>(/> I/Is§g ff o-f A11 "A **" •• •*'£* '\*s?w'' **- ^KSTrlf* $Ve&r 1 1 2.33 3,15+2.33 o oomoo tk p^r _,2,/o i7 c\e^ Q ' re - D, in ui uiui ui inzzz(/I (A IA "' 100 5530 /Iks, OK West O// i TTvyoe^ )rrc( 1 / / , t vi in inK H Hin w ui IIIi/i in </> 35 60 . If d AT i'-M WO ^= I'M iQ 0-t -") ' !! *.. -f / O (b /cf life J.2."? J CVifto f-yrO-M «Je> to , <i r: - O)'-/ 0*7-). 07 -4- -±> _ cx' • >O IV V R><v>rm<a.^ <J ,L 6.x ^^OTA - ff, —/T * ' ^^ "r^ ^> r^-^,/ 1.2. Twl .2..i <rSM J ODO 10' pe> i 38 £1 i Ocro <> "5 10 . — p io 41 (j/ TO (-• C2- ^ R..-> ..>. •Ox^ r *-R - cj - o - vO -it- 2- K&tt Hiif/ineeriiifj, inc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 CLIENT: MR. PAT KELLEY PROJECT: KEL1189 DATE: 11 JAN. 1989 Mr. Pat Kelley 1622 Tremont Oceanside, CA. 92054 Subiect: Preliminary Soils Engineering Investigation for proposed Single Family Residence located at 1368 Cynthia Lane, Carlsbad, CA. Dear Mr. Kelley: Pursuant to your request, a Preliminary Soils Engineering Investigation was performed at the subiect site. The purpose of the Investigation was to determine the general engineering characteristics of the soils on and underlying the site and to provide specific recommendations for the design of foundations and retaining structures, slab-on-grade floors and site earthwork. The proposed development consists of the grading of a pad to support a stucco/block/wood frame house. Normal cut and fill grading techniques will be employed to develop the site to the designed elevations. SITE CONDITIONS The subiect site is located approximately 0.1 mile east of the 1-5 Freeway on the North side of Cynthia Ln. in the City of -1- &U Eiiffiueering, Inc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION t SOIL TESTING • CONSTRUCTION MANAGEMENTS INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 Carlsbad. The site topography consists of a qently sloping lot at an averaqe of approximately 2.% to the South, with a small cut slope along the Southerly property boundary. The lot is currently covered with rows of vegetation, to be removed prior to grading. FIELD AND LABORATORY TESTING On 14 December 1989, a Field Investigation was performed at the subiect site. This Investigation consisted of one test pit and one pot hole dug by hand. Locations of these test holes with respect to the proiect site is shown on the Plot Plan, Enclosure (1). The detailed logs of the surface and subsurface soils encountered in the test pits are presented on Enclosures (2). As the test pit was advanced, the soils were visually classified by the Field Engineer. Undisturbed and bulk samples, as well as in-place density tests, were obtained at various depths representative of the different soils horizons. All samples were returned to our laboratory for detailed testing. Results of the in-place compaction tests, the Maximum Dry Density Test values for the various soils sampled, and the Expansion Potential Test results are presented on Enclosure (3). These materials were also tested for shearing Strength, Enclosure (4). -2- , inc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 Shear tests were made with a direct shear machine of the strain control type in which the rate of strain is 0.05 inches per minute. The machine is so designed that tests may be performed ensuring a minimum of disturbance from the field conditions. Saturated, remolded specimens were subiected to shear under various normal loads. Expansion tests were performed on typical specimens of natural soils. These tests were performed in accordance with the procedures outlined in U.B.C. Standard 29-2. SOIL CONDITIONS As indicated by our Test Pit Loqs, the natural portion of the lot is overlain with approximately 12 inches of porous, dry, loose, silty SAND (Topsoil). Underlying the topsoi1 material is a dry to damp, loose to dense silty SAND (Terrace Deposits). Relative compaction of the Terrace Deposits appeared to increase with depth. Groundwater or seepage was not encountered in any test hole. GEOLOGIC HAZARDS The principal geologic hazards at the site are earthquake effects generated by fault movements. These effects include ground shaking, seismic settlement, differential compaction of loose soils, and ground lurching. The distance from a maior active fault decreases the risk from these hazards at this site. No faults have been identified within the site. -3- , nc. CIVIL. GEOTECHNICAL. & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT* INSPECTION 2111INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 STABILITY The relatively dense nature of the soils within the site and the nature of the material underlying the site generally preclude the occurrence of ma.ior landslide conditions. The area surrounding the site is not known to be within an area of ground subsidence. The site materials consist of sandy soils that are relatively dense in their dry state. These materials are susceptible to erosion. Drainage control is essential to maintain the stability of any planned slopes or slope areas. CONCLUSIONS AND RECOMMENDATIONS Based on the field data, and our laboratory tests results, and our knowledge of the engineering proper ties in this area, the following Conclusions and Recommendations are presented and are to be utilized in con-junction with the Grading and Improvement Plans: All grading shall be performed in accordance with the applicable recommended grading specifications contained in this Report and the City of Carlsbad Grading Ordinance. On the basis of our investigation, development of the site as proposed is considered feasible from a soils engineering standpoint provided that the recommendations stated herein are incorporated in the design of foundation systems and are implemented in the field. -4- &if Engineering, inc. CIVIL, GEOTECHNICAL, « QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATIONS SOIL TESTING • CONSTRUCTION MANAGEMENT I INSPECTION 2111INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 Site preparation should begin with the removal of any trash, debris, and other deleterious matter. These materials, as well as veqetative matter, are not suitable for use in structural fills and should be exported from the site. Also, any subsurface structures such as cesspools, wells, or abandoned pipelines, which are uncovered during the qradinq operation, shall be removed or backfilled in accordance with the requirements of the City of Carlsbad. All on site earth materials are considered suitable for use as compacted fills: however, the existing loose Topsoil occurring throughout the proiect site shall be over-excavated and recompacted to a minimum depth of 1.0 feet or to an elevation where firm natural qround soils are encountered. The limits of ovei—excavation and recompaction shall extend 5 feet outside of the perimeter footinqs, as well as all slab areas (ie: qaraqe slab area). The exposed qround surface, after ovei—excavation, shall be scarified to a depth of 12 inches and recompacted to 90% relative compaction. Structural fill should then be placed and compacted in thin layers (6 inches or less) until final elevations are reached. All structural fill shall be compacted to at least 90% of maximum dry density at near optimum moisture content as determined in accordance with ASTM Test Procedure D 1557-78 or equivalent. The presence of qroundwater is not anticipated to be a factor in site planning. -5- &K Kiiyiiieeriity, inc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT* INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 As an alternative to the above mentioned ovei—excavation operation , the owner may elect to deepen the house footings, thru the loose topsoi1. Foundations shall extend the proper depth and width into firm natural soils having a relative compaction of 90% or greater. This would result in footings ranging in depths of approximately 18 to 24 inches for a single story house and 24 to 30 inches for a two story. These depths are appropriate after the removal of the upper 6 inches of organically rich top soil. Site drainage should be dispersed by non-erodible devices in a manner to preclude concentrated runoff over graded and natural areas in accordance with the City of Carlsbad requirements. All grading and/or foundation plans shall be reviewed by the Soils Engineer. FOUNDATIONS The proposed structures for this proiect can be supported by conventional, isolated, and/or continuous spread footings. The recommended allowable bearing value is 1400 psf. This value is for dead plus live loads and may be increased by one-third (1/3) for seismic and wind loads where allowed by code. This design bearing value is in accordance with the Uniform Building Code and was calculated based on Terzaghis' Formula. In general, the on-site sandy materials were found to have a low expansion potential according to Table 29-C of the Uniform Building Code. Therefore, no special additional foundation -6- Knyinccriiiy, inc. CIVIL. GEOTECHNICAL, & QUALITY ENGINEERS STRUCTURAL ENGINEERING 'LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT* INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 recommendations are considered necessary. Foundations shall be sized and constructed in accordance with the Structural Engineers design based on the above bearing value, the expected live and dead loads, and the proiected wind and seismic loads. We anticipate utilizing only minimum foundation sizes; ie: 12"d x 12"w for a single story structure and 18"d x I5"w for a two story, if the ovei—excavation method of soil preparation is utilized. If imported soil materials are used during grading to bring the building pad to the design elevations, foundation and slab design shall be reevaluated by our firm upon the completion of the rough grading operation. All concrete slabs shall be minimum of four inches in thickness and reinforced with a minimum of No. 10, 6" x 6", welded wire mesh. In order to minimize vapor transmission, an impermeable membrane (ie: visqueen) shall be placed over the native non-expansive soil. The membrane shall be covered with two inches of sand to protect it during construction and the sand should be lightly moistened iust prior to placing concrete. All concrete used of this pro.iect shall have a minimum compressive strength of 2000 psi unless otherwise stated on the Grading Plan. Footings located on or adiacent to the top of slopes shall be extended to a sufficient depth to provide a minimum horizontal distance of 5.0 feet between the bottom edge of the footing and the face of the slope. -7- , inc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING 'LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT S, INSPECTION 2111INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 LATERAL LOAD PARAMETERS The lateral load parameters to be used in the design of the retaining and restraining walls (using level backfills) are derived from the friction angle, 0, obtained from the direct shear test from Test Pit #1 at a depth of 12 inches using the following formulas: A. Active Pressure Coefficient, Ka = 1-sin 0 = 0.33 1+sin 0 B. Passive Pressure Coefficient, Kp = 1/Ka = 3.06 C. At Rest Pressure Coefficient, Ko = 1-sin 0 = 0.49 The equivalent fluid pressures are obtained by the formulas: Active Pressure: z Ka = 0.33 x 120.0 = 40 psf Passive Pressure: z Kp = 3.06 x 120.0 = 367 psf Pressure at Rest: z Ko = 0.49 x 120.0 = 59 psf Applicable where = wet density (120.0 pcf), 0 = 30.5 and z=!' RETAINING WALLS An equivalent fluid pressure of thirty (30) pounds per cubic foot may be used for design of retaining walls. These figures are based on a drained condition and use of level granular backfill. If native soils are used as backfill, the equivalent fluid pressure will be thirty two (39) pounds per cubic foot. -8- K Engineer ng, nc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENTS INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 BACKFILL If excavations are made by sloping or over-cuttinq, it will be necessary to place backfill behind the retaining walls after completion of the structure. Backfill soil should be granular in nature and free of organic matter and debris. All backfill should be placed after inspection has been made of the bottom of the excavation and the installation of the subdrain behind the wall. Form lumber and other debris shall not be permitted at the base of the backfill. All backfill should be compacted to 90% of the Laboratory Standard. In some areas where the walls approach the excavated embankment, it may prove economical to place gravel rather than soi1 for backfi11. LIMITATIONS AND UNIFORMITY OF CONDITIONS The analysis and recommendations submitted in this Report are based in part upon the data obtained from the test pit excavations performed on the site and our experience and ludgement. The nature and extent of variations between the test pits may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this Report. Findings of the Report are valid as of this date: however, changes in conditions of a property can occur with passage of time , nc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 whether they be due to natural process or works of man on this or ad.iacent properties. In addition, chanqes in applicable or appropriate standards occur whether they result from leqislation broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subiect to review and should not be relied upon after a period of three years. In the event that any changes in the nature, design or locations of buildings are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and conclusions of this Report modified or verified in writing. This Report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the Architect and Engineer for the pro.iect and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties either expressed or implied are made as to the professional advice provided under the terms of this agreement, and included in the Report. -10- nc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 It is recommended that the Soil Engineer be provided the opportunity for a general review of the final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. (If the Soil Engineer is not accorded the privilege of making this recommended review, he can assume no responsibility for misinterpretation of his recommendations). B & B Engineering, Inc. appreciate this opportunity to be of service. Should you have any questions regarding this proiect, please do not hesitate to contact me. Sincerely 'Arthur C. Beard RCE, RQE? RGE President ACB/DPB/emb -11- 7498 MOT TO 5GAL6 APPROXIMATE LOCATION OF FIELD EXPLORATORY TEST PIT PLOT PLAN OWNER: MR. PAT KELLY LOCATION: 1368 CYNTHIA LANE CARLSBAD, CA. A.P.N.: 156-230-72 PROJECT: KEL 1189 DATE: JAN 1990 weermy, tuc. CIVIL, GEOTECHNICAL I QUALITY ENGINEERS • STRUCTURAL ENGINEERING • UNO SURVEYING • PERCOLATION i SOIL TESTING • CONSTRUCTION MANAGEMENT A INSPECTION 2111INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 ENCLOSURE (1) K Hnyinccriiiy, inc. CIVIL. GEOTECHNICAL, & QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION t SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-727-0282 LOG OF TEST PITS EXCAVATED 12-14-89 Backhoe PIT DIMENSIONS IN FEET W30"L30"D 2.5' PAT KELLY KEL1189 JAN 1990 TP - I SURFACE ELEVATION IN FEET DATUM Mean Sea Level GEOLOGICAL CLASSIFICATION DESCRIPTION TOPSOIL TERRACE DEPOSITS -ELEVATIONIN FEET31 llJ ^^ It I Ll-f^^ «C 5 /o /5 SYMBOLSAMPLES\ \J ENGINEERING CLASSIFICATION AND DESCRIPTION TAN-BROWN FINE SILTY SAND ( SM porous, some roots, dry, loo V TAN-ORANGE SILTY SAND (SM) ' dry to damp, loose to dense BOTTOM OF TEST PIT @ 3.5' TEST DATA i 36 PIT DIMENSIONS IN FEET W 12" L 12" D 12" SURFACE ELEVATION IN FEET POT HOLE TERRACE DEPOSITS 5 10 15 \ \ TAN-ORANGE SILTY SAND (SM) vdry to damp, loose to dense - ENCLOSURE (2) &K Engineers, Inc. CMI 4*0 ouAiirr tHCmtifi • I HtcoukTion AMO ten inline COMSllMXTION IMlMCtlOM 2111 INDUSTRIAL CT SUITE 'A', VISTA. CA 92083 619-727-0282 CLIENT:ILLY.PROJEC KEL1189 DOTE' JAN. 1990 Tist No. T«»t Date Test Location Test il/Depth son Type Dry Density, pcf Field Maximum Moisture, X Field Opt. Relative lompactlon Re test Ho. 2/19 2/19 2/19 TP-1 TP-1 TP-1 8" 12" 20" 103.3 108.9 117.1 128.5 128.5 130.0 7.3 5.3 7.8 9.5 9.5 9.0 80 85 90 COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION OPTIMUM MOISTURE % MAXIMUM DRY DENSITY (pcf) A. TAN-BROWN FINE SILTY SAND B. TAN-ORANGE SILTY SAND 9.5 9.0 128.5 130.0 EXPANSION POTENTIAL EXPANSION INDEX = 5 (Very Low) TEST PERFORMED ON SAMPLE OBTAINED FROM TP-1 @ surface 1 - 20 = Very Low 21 - 50 = Low 51 - 90 = Moderate 91 -130 = High 131 -above=Critical EXPANSION AND COMPACTION TEST DATA ENCLOSURE (3) 2000 1600 XI-oz LUtr 1200»-- CO < 800IUI CO 400 -30.*" 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE I FINE SILTY vj<5;i forty SAND •oc3 o E<u X BORING NO. IBM) TP-1 DEPTH (ft) 1.0 MOISTURE 13.6 COHESION 10 CIVIL. GEOTECHNICAL. * DUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION t SOIL TESTING ' CONSTRUCTION MANAGEMENT I INSPECTION SHEARING STRENGTH TEST ANGLE OF FRICTION (<>} 30.5 ENCLOSURE (4) IIour.lv Heat Loss Calculation Local", i cm....C.it 1 nbfid (ASHRAJE) 2135 sqft Main Living Unit, Design Temporal,lire Difference Normal Conditions CONIUIiHMVR IIKAT LOGS section A27.10 dual gl7, A27.10 dual sky G-14 K-11 wall G-14 If-30 roof T4-4 olabedge B-10 doors 70 - 41 = 29 dT 29 (value of 41 taken from 1985 ASHRAE handbook for Oceanaide INFILTRATION qft VJ'JNT1J,/VT1(1N J, DUCT iij'iAT Lor,: area 235 4 1960 1172 105 48 46 U- value 0.62 0.7 0.098 0.028 0.9 0.26 0.28 FF 1 1 1 1 1 1 1 dT 29 29 29 29 29 29 29 Total Trmifliniaaion Loss hgt 8 CFM ~ = 0.15 TIMES sp 0.018 sp 54 0.018 SUBTOTAL ach 0.5 nun/hr 60 SUBTOTAL TOTAL HEAT dT 29 dT 29 LOSS btu/hr 4225 81 5570 952 2741 362 374 14305 btu/hr 4458 btu/hr 1691 20454 3068 23522 Check FAU output (80$ - 71%) 7000 + 23522 = 86522 max. allowable FAU output 86522btu moms than 64000 btu shown...OK IMIM'H' Mom. '" ,' i;n It'll l'il,l <ip Vft'WUUV J. op.- hi n.... ' •> i^b-ui 1005 Tdvinr? Unitr: *. r'.Miii)iifTTVr- li.;i|' 1,0,1; 5 Tochi"M n-f-oa U-value l''F V7. in duil n1 • 106 0.62 1 A. "iin iiu'il r-i •, :i 0.7 1 - fil/, '1-11 u.l I-; 117? 0.093 1 R-1/, T.-30 iM.r 10(55 0.020 1 T/,-/, ",lnb«>ij:^ 101 0.9 1 P-10 cVioro /,0 0.26 1 T"bnl Tr.ijinmiocinn Loss lili'TJ/r^ATT'iJ 1" !,-} •'? 1!PT hgt sp nch Hv'5 ft 0.010 0.5 Cl'fl sp min/hr () 0.01« ft) IMUIT I IK AT J.'Vj ' w dT ?9 29 29 29 29 dT 29 dT SUBTOTAL Fr-b. hhn/hr1906 16' 1995 L" >1 2636 301 ' .|J| ' * btn/hr hl.H/hr f) 10 146 1166T5 1990 * i ' . * . '1. < Check FAU output (80^ - 7156 ) 7000 + 11668 = 7^668 max. allowable FAII output 74.668btu more than 32000btu shown... OK Check overall FAU output for building (80 - 71)7000 + 11668 + 23522 = 98190btu 98190btu maximum allowable FAU output more than 92000btu shown..OK USE RHEEM Sfrplus SERIES FORCED AIR UNITS AS SPECIFIED ON CF-1R ON TITLE SHEET Patrick Kelley owner / designer V /? -77/2 / >fOv(y s&T- - 0+ (^u«I LV Cl 0 •"HAULING OF MATERIALS ON SATURDAY, SUNDAY OR CITY HOLIDAY PROHIBITED. 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 Office of the City Engineer DATE HAUL TO BEGIN PROJECT NUMBER ADDRESS: TELEPHONE (619) 438-1161 Citp of Cartebab 90 TO END NO. OF TRUCKS HAULING.2—TYPE MATERIAL TO HAUL APPROX CU. YD. AMOUNT TO BE HAULING izl /& e> NAME OF COMPANY HAULING NAME OF RESPONSIBLE PERSON IN CHARGE Q-_, EMERGENCY TELEPHONE NO. (J/ns Spacp'Reserved for City Approval) APPROVED BY (^ ^fi^(--^ DATE7" COMMENTS T ** THE CITY RESERVESfTHE RIGHT TO REVOKEOR CHANGE HAUL ROUTE AT ANY TIME-. PRIOR TO HAUL - CONTRACTOR SHALL DELIVER ONE APPROVED COPY TO THE CARLSBAD POLICE DEPT. AT 2560 ORION WAY, AND ASSURE THAT EACH TRUCK ASSIGNED TO HAUL HAS ONE COPY IN TRUCK CABIN ONE COPY SHALL REMAIN ON CONSTRUCTION SITE DATE- -OVER- SIGNED *HAUL!NG OF MAIERIALS ON SATURDAY, SUNDAY OR CITY HOLIDAY PROHIBITED 2075 LAS PALMAS DRIVE CARLSBAD CALIFORNIA 92009-4859 0/lica at th« City DATE HAUL TO BEGIN- NO OF TRUCKS HAULING PROJECT NufBER ADDRESS< TELEPHONE (619) 438 l!6i City of Cartebab TO END 2, TYPE MATERIAL TO HAUL APPROX. CU YD. AMOUNT TO BE HAULING ~t / NAME OF COMPANY HAULING NAME OF RESPONSIBLE PERSON IN CHARGE EMERGENCY TELEPHONE NO. (This Sp^ce Reserved for City Approval) APPROVED BY d^ ^K^^ DATE COMMENTS tf'l ** THE CITY RESERVES THE RIGHT TO REVOKE OR CHANGE HAUL ROUTE AT ANY TIME -Tr—A- t"1«!i PRIOR TO HAUL - CONTRACTOR SHALL DELIVER ONE APPROVED COPY TO THE CARLSBAD POLICE DEPT AT 2560 ORIO:, ,'AY, AND ASSURE THAT EACH TRUCK ASSIGNED TO HAUL HAS ONE COPY IN TRUCK CABIN ONE COPY SHALL REMAIN ON CONSTRUCTION SITE DATE q JO -OVER- SIGNED January 11, 1990 To: Tony Mata Principal Building Inspector City of Carlsbad Re: 1368 Cynthia Lane Plan Check # CB891965 Single Family Dwelling From: Patrick Kelley Owner/Designer 1368 Cynthia Lane Dear Sir: During the plan check of the above mentioned address, Esgil Corporation's checker requested truss plans and calculations. At this time the contractor has not been chosen, hence, the truss manufacturer is not known. With your permission I have noted on the plans: "Truss plans and calculations to be approved by the Building Department prior to erection11. This note along with your approval will satisfy Esgil. Thank you for your attention to this matter. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DSTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 U34-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant- Project Address:£ C V /lJ~Th RESIDENTIAL: SQ. FT. of living area _ SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ^San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN: Number of dwelling units SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $3". O^TI &>(.") based on 3 Comm/Indust Fee Levied: $ _ based on sq. ft.@ Cb 1 - 5 Q sq. ft.@ _ Sch\j^L/District Official Title Date AB 2926 and SB 201 fees are capped at $1.5$ per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. O cr UJCO 8o Io oo: CD rO X C/) ^ CO LU O O o H