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HomeMy WebLinkAbout2638 GALICIA WAY; ; CB911563; Permitr •- --. BUILDING PERMIT 1 Permit No CB911563 01/13/92.,12:.1.5 Project No A101972 :Page, 1 o 1. - • - '.•- .Development No io.2 - Job Address 2638 GALICIA WY Str Fl Ste ' (.) Permit Type RESIDENTAL ADD/ALT Parcel No 216-180-21-00 Valuation: 37,255 Construction Type VN Occupancy Group R3 Class-Code:,Status ISSUED = Descrition: 499 SF ADD/77 SF.DECK • Applied:. 11/18/91 ADDITION ANDDECK.ON SECOND FLOOR - Validated MTDC 41700 Appl/Ownr : HARRINGTON, NORMAN 619. 944-7683 . 2638 GALICIAWAY * • . CARLSBAD, CA ;92 * Ad j us tn t: /\Q r \ 00 *Total Fes: -f6 60O/ - \ •. 219.00 • Aala Fee description / Ext fee',Data rBuildin4*"Permit. 337.00 ,Strong , A.00--- I ---------------------- Eñter 'Y. for Plum}iiig Issu p-' / . /. 7:S.O.Yf Each Plumbing *Fixtur or Tra- -LI -> 4 2 .5 10.00 Each BuildingSewer \ f CORPORAED• ç-6. 0 V 6 .5V0 wb Each -Water Heater and/rn-t1- 2 0 - 2.50 *.PLUMBING TOTAL . -27.00 for Electric IsueeeO© ' ELECTRICAL TOTAL - 20 00 Enter 'Y' for Mechanical Issue Fee> • - 15.00 Y 'Install F'urn/Duct3 > 1 9.6o ' 9 00 Each Install/Reloc ApplianáeVent > -i :, 4.50 4.•5 . *-MECHANICAL TOTAL.' V • • ' 29:00 •; . VV .*• • .. I . •VV - -V • -V • - r -t- : --. • :. :-•; - F17APPROVA CILAARCE - I. • - / 7' ., - ' CITY OF CARLSBAD ' 2075 Las Palmas Dr.,Carlsbad, CA 92009 (619) 438-1161 - I .! • -- -' V. - - - V • I V • -. V •• I • • V V V - 'V •• - - V •• • V V * V • • * V V PERIvilT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 : I. PERMIT 1YPE A - U Commercial U New Building U Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ PROJECT PLAN CHECK NO. 9/ /563 C-PRMT 219.00 FOR OFFICE USE ONLY ' - - - Nearest Cross Street j LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHraOW IF SUBMI 2 Energy Calcs d Structural Calcs ''ls Report dressed Envelope SCRIPTION OF WORK SQ. Fr. 4 99 ,Z # OF STORIES - ADDRESS /195 45^ r' ..4L7—01V 1// 7_4F 4 CITY 5,4,v-r4 4 AlA- STATEC — ZIP CODE Z?o 7 DAY TELEPHOI((/%') C7"7C/_ 4L ' ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 5 P OPERTY OWNER ,4MEft'OgA4J 0, aAAtIA14 772'\ ADDRESS Y? (A/C ( 4/>I CITY C-4 ?RL ';9A-,V STATE C-A- ZIP CODE ?a-o OF DAY TELEPHONE q ' 9 76 J' CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS UC. # DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # WORKERS' WMPENSA11ON Workers' Compensation Declaration: I hereby affirm that I have a certihcate ol consent to sell-insure issued by the Director 01 Industrial Relations, ora 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. Q. INSURANCE COMPANY POUCY NO. EXPIRATION DATE Certilicate 01 Exemption: I certily that in the performance 01 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 S. OWNER-BUILDER DECLARA11ON Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's license Law for the tollowing reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (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 the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). 61II IIJ II V 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 ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTh OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISflUcF. WNSTRUCHON LENDLNG AGENCY I hereby affirm that there is a construction lending agency [or the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT CER11FICA11ON I 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. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CM OF CARlSBAD AGAINST ALL UABIIII1ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF 11-US PERMIT. OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 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)lJnif Building Code). SIGNATURE , LE:23 ñ91 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB911563 FOR 11/20/92 DESCRIPTION: 499 SF ADD/77 SF DECK ADDITION AND DECK ON SECOND FLOOR TYPE: PAD JOB ADDRESS: 2638 GALICIA WY APPLICANT: HARRINGTON, NORMAN PHONE: CONTRACTOR: PHONE: OWNER: 0 PHONE: INSPECTOR AREA TP PLANCK# CB911563 0CC GRP P3 CONSTR. TYPE VN STR: ,'h: STE: 619 944-7/683 REMARKS: MH/BRUCE/944-7683 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 102492 Final Combo CO TP SEE NOTICE 10029.2 Final Combo NS PY 090192 Interior Lath/Drywall., AP TP GRG LID NAILING 083192 Interior Lath/Drywall AP .TP 082792 Insulation 0 AP TP 081992 Frame/Steel/Bolting/Welding AP TP 0 081992 Rough/Topout AP TP 081992 Rough Electric AP TP 080392 Frame/Steel/Bolting/Welding CA TP 080392 Rough/Topout CA TP 080392 Rough Electric CA TP 0 0 072892 Frame/Steel/Bolting/Welding CO TP 071692 Shear Panels/HD's NR TP 071692 Shear Panels/HD's PA TP WRAP' FRONT, REAR ONLY 062392 Ftg/Foundation/Piers PA 'MP SEE JOB CARD ESGIL CORPORATION - 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: LIAPPLICANT JURISDICTION: []FILE COPY PLAN CHECK NO: SET: ilL i-jups flDESIGNER PROJECT ADDRESS: Z(3 tJy PROJECT NAME: •H//J47tiiJ1/J14-y 0 EThe plans transmitted herewithhave been corrected where necessary and substantially comply with the jurisdiction's building codes. 81M. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified fi-€I &&L.AJ are resolved and checked by building department staff. E 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. Li The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. J The applicant's copy of the check list is enclosed for the _J jurisdiction to return to the applicant contact person. jJ 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. Ei Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #________________ OR - REMARKS :_0 71' 7 •7 o-,Jt..y 71'-iii. iP £4) C. L1~/.AJC7 14' C7AL ES OF Lf1-R /:WS 1ii4'i By: 't /_(7 Enclosures:____________________ ESGIL CORPORATION LIGA EICM 0.1 .4 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619). 560-1468 DATE: I2-f?1f JURISDICTION: PLAN CHECK NO: SET: -- PROJECT ADDRESS: GPrl1/C-t'A AMY PROJECT NAME: /1//JC7OAJ I2&J-S CANT LJPLAN CHEC ]FILE COPY DUPS 7-]DESIGNER E The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. [I)The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. . imm The .check list transmitted. herewith is for your information. ED The plans are being held at Esgil Corp. .until corrected plans are submitted, for recheck. fl 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: A-1\J I E 1/96n,6f',4t7VV 577 /u ,JA Z 70 7 Esgil staff did not advise the applicant, contact person that plan check has been -completed. D Esgil staff did advise applicant that the plan check 'has been completed. Person contacted: Date contacted: Telephone # REMARKS: By.: Enclosures: . ESGIL CORPORATION LIGA .LICM .nIsDIcTION: '49.L-30A19 Date plans received by plan checker: /z /z-5i-// PLAN CHECK NO.: _______Date plan recheck completed: __By: $Y6L7 l_T/V1 PROJECT ADDRESS: TO: 171 - P'26 /YYA-A)4 A7'244-- RECHECK PLAN CORRECTION SHEET FOREWORD:PLEASEREAD 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 disabled access. 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 shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS () The following items have not been resolved from previous plan ,reviews. The original' 1. Please make all corrections on the 'original correction number has been given for your 'tracings and submit two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior •correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these G Please indicate here if any changes have been made to the plans that are not a result 2) To "facilitate rechecking, please identify, of corrections from this list. If there are next to each item, the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has and where they are located'on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No () c E)A1 &-ui _i y r—po,i )p rAi . 3 _/4-_() __3 C. _2J /1 j C q- t't)ijTfl A t's iZ A--A ,D V/p ,L'47E: DAJ 0 41;AJ.S, ()_C/I Y 7Z €LfJ J -O/ '&II-TF'1- _tPPA-T. /2I /44 /I-67-7- S//it&) 77.rt ///2 I,€-1v VEI1cL 71,E Form No. RPCS.41290 ' •• -- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: CARLSBAD PLAN CHECK NO: SET: PROJECT ADDRESS: APPLICANT RISDICT N ECKER FILE COPY UPS DESIGNER PROJECT NAME: ///Jc?7OiJ i5/De-,JC5- E The plans €ransmitted herewith have beencorrected where necessary and substantially complywith the 'jurisdiction's building' codes. The plans transmitted herewith will substantially comply 1111 with the jurisdiction's-building codes when minor deficien- cies identified ' are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. mis The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected 'plans are submitted for recheck. D The applicant's Copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 'Theàpplicant's copyof the check list has been sent to: VA1J/ i0. /P9A-J iJ. '4---. /19 -57 4zJ 4 - ' • •• •' • •/7 ,42JA- 4- 2-70 7 Esgil. staff did not advise the applicant contact person that' plan check has been completed. EJ Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted:' Telephone #______________ DREMARKS: • ' By Enclosures:______________________ ESGIL CORPORATION OGA J-1 CM ' • ' - CHECK PLANNO:______________ JURISDICTION: CITY OF CARLSBAD pJ I LLSUR: PROJEcZ ADDRESS: Z6 f /\1- I C-I ft L4JA 7' FIOR AREA: 41 Ap 17 A) STORI:'2 HKI: PLAN (X)RREION 'r CITY. OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLTNGS r Dat6 plans received by jurisdiction: FORRD: 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 21.and the following model codes: 1988 UBC. (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) The above 'regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listedl need clarification, modification or change. All items have to,be iatisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 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 mrocess. note on this list (or a copy) 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. Date plans received by Esgil Corporation: Date initial plan check completed: 4' By: Yl7 ,4z_gy\ Applicant contact 'person: ' 1P1d M/4;VTelephone:1 /' -qtf i)'_-7, NOTE: PAGE NUMBS ARE *ir IN SJiCE AS PAGES RAVDE NO MM NING (X)RRFXTIONS WERE DELETED. List No. .12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988'UBC) 9 PLANS 1. 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, rW Suite #208, San Diego,.California 92123, (619).560-1468. 20 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. 3 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 responsib1e.f.j .ation,_ for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). x 6.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(d). Provide 'a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 LTBC, 1.JIIC and UPC and 1990 NEC. 80 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 elevations of adjacent finish grade. Show drainage patterns 'with minimum slopes. Section 302(d). Indicate distance from property lines to- proposed building. Section 302(d). l. 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 f 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. On the cover sheet of the.plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED 3/. Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have, no openings. Table 5A. 7/9/91 . . 2 (4. Exterior walls closer than 3 feet to a property .line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. ],. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Section 1710. ],16. Eaves over required windows shall be not less / than 30 inches from the side and rear property lines. Section 504. 1)7. Plastic skylights, shall not be installed within / that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 1. 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. On each story. C. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 20. 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 19 above. Section 1210. Iei )I) ii) 014 4 f. M :i .sj i I 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). 22. Window area must be at least' 1/10 of the floor / area and, a minimum of 10 square feet pet 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). 24. 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). 215. Required windows shall not open-into a roofed I 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). 2. 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 (c). 7. Note that the discharge point for exhaust air will be at least 5 feet from any mechanical ventilating intake. Section 1205(c). .218. Ductless fans cannot be used in bathrooms if a tub •r shower is present. Section 1205(c). 9. No habitable room, other than a kitchen, shall be less than 7'0" 'in any dimension. Section 1207 (c). 36. Show that ceiling height for habitable rooms I is a minimum of 71 6". Section 1207 (a). 3j. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is ,a minimum of 71 0". ' Section 1207 (a). 32. Dimension on the plans the 30" clear width for I water closet compartments and 24" clearance in front of water closet. Section 511 (a). () Glazing, in the same wall plane as a door, must 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. 10/2/91 ' 3 ;i. Sleeping rooms shall have a window or exterior 4. / door for emergency exit. Sill height shall not exceed 44" above the floor. -Thd 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. 3. Basements in dwelling 'units shall comly with / the above (even if not designated as sleeping rooms). Section 1204. 31. Walls and floors separating units in a duplex shall be of . one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). 3h. 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 forposts and protective walls or railings not exceeding 42" in height. Section 1716. . Provide stairway and landing details. Section 3306 (b), (c) and (p). . 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 61 -811. Minimum width is 361!. /6. All handrails per Section 3306 (j), shall satisfy the following: a'. Provide handrail for stairways with 4 or ) more risers. Handrail shall, be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be I not less than 1 1/211 , nor more than 2" in cross-sectional dimension. 3 / . The loft you show does not comply as a . mezzanine floor and is,, by Uniform Building 47. Code definition, a story. Section 1716. Dwellings used for daycare for 7 to 12 children / shall comply with the special requirements in Chapter 12 of Title 24. EXITS, STAflMIS, AND RAILflIGS ill. Floors above the second story shall have not f less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. .2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). 4,L Required exit doorways shall be not less than 3611 in width and not less than 618" in height, I and shall be capable of opening' at least 90 degrees. Section 3304 (1). 44. Provide 36" high protective railing for porches, balconies,' and open sides of stair landings. Openings between railings shall be less than 611. Section 1711. (4. 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. 4f 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 (j).//)1pp 3( ,/)ii)IiV1j)f An interior 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 (i). i?. Provide details of winding stairway complying / with Section 3306 (d): L 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. 4 ' 10/2/91 ' '. ' . ., ' : , ' . 4 Provide spiral stairway details, per Section 3306 (f):, . Minimum run is 7 1/2 inchs measured at a f 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 8 inches 4. The tread must provide a clear walking I area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. i. Spiral stairways 'may not be used for required exits when the area served is greater 'than 400 sq.' ft. Section 3306 (f). 51Z. Provide LC.B.0. Research Report and number for I metal stairway, or submit ' plans ' and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 53. Exterior stairways shall not project into the 3 / foot setback from the property lines. Section 3306 (n). sL The walls 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). s4. Within units, show that corridors have a / 'minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof 'slope is not adequate for roof type specified. Table 32-B,C,D and E. () Specify roof material and application. Chapter 32 frL.c C1,AJ1Sq. Specify I.C.B.0. or,' J.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc.' Section '107. () Specify minimum 1/4 inch per foot Beef slopd for drainage or design to support accumulated water. Section 3207 (a) and-Section 2305 (f).. 61. Show roof drains and overflows. Section 3207. 62. Provide skylight details to show compliance with Sections 3401 and' 5207 or provide I.C.B.0. approval number. 3. Plastic skylights must be separated from each I 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). MASONRY 15. 'Provide fireplace construction details -or note I construction to be per attached fireplace standard drawing. chapter 37.. E4. Show, anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and 49 wire in horizontal joints'. 7. Show height and construction details of all masonry walls. Chapter 24. (18. 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. 6. Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 70. Garage requires one-hour fire protection on the garage side of walls and ceiling coon to the dwelling. Table 5-B, Section 503 (d). 1- c7-EC17 0 /J t7) 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) 72. Show 1 ' 3/8" solid core self-c1os1ngdoor for openings between garage and dwelling. Section 503 (d). 74. Garages are not permitted to open into a room ( used for sleeping purposes. Section 1104. 12/18/90 ' ' 5 'y An occtpancy 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 I over garage opening, lateral cross bracing at plate line, method bracing, garage front and holddowns if required. chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. 76 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 (i). () 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 RUIRS 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). f9. The foundation plan does not comply. with the soils report recommendations for this pràject. Please review the report and modify design, notes and details as required to show compliance:__________________________________ Provide notes on the foundation plan listing / the soils report recommendation for foundations, slab and building pad preparation. 81. 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. (whenrequired by the soil report). 8Z. The soils engineer recommended that he/she / review the foundation excavations. 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: The building pad was prepared in I accordance with the soils report, The utility trenches have been properly / backfilled and compacted, and - $.' The foundation excavations comply with . I the intent of the soils report". 43. Show height-of all foundation walls. chapter I 23. 84. Show height of retained earth on all I foundation walls. chapter 23. 8. If cut or fill slopes exist, show distance of I foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 8. Note on plans that wood shall ,be 6" minimum above finish grade. Section 2907 (a). 4'. Note on plans that surface water will drain I away from building and show drainage pattern and key elevations. Section 2905 (f). 8. Dimension foundation perU.B.C. Table 29A: Floors Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" "Foundations may support a roof in 'addition to the floors. Where only a roof is supported, use foundation for one floor. 8. Show foundation sills to bepressure treated, I or equal. Section 2516 (c) 3. - 9,). Show foundation bolt size and spacing. I Section 2907 (f). 91. • Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 - • 6 ½. If required, show size, embedment and location of hold down anchors on foundation plan. Section '302 (d). 93. 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. 9L. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 9. Show on the,plans stepped footings for slopes I steeper than 1:10. Section 2907 (c). 4. Show minimum 18" clearance from grade to bottom / of floor joists and minimum 12" clearance to bottom of girders. Section 2516.(c) 2. 97 . Show pier size, spacing and depth into / undisturbed soil. Table 29-A. 9. Show minimum underfloor access of 18" x 24". / Section 2516 (c). Show minimum underfloor ventilation equal to 1 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. FRAMING Show wall bracing. Every exterior wood stud wall and 'main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. idi. 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, Table 25-V. Note cross bridging or blocking. Floor joists I 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. Show blocking at ends and at supportk of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ' 1(1)4. 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. Show rafter ties. Rafter ties shall be spaced 'not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. idi. Show double top plate with minimum 48" lap splice. Section 2517 ('g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire, stops. at the following locations per Section 2516 (f): L In concealed spaces of stud walls and I 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; J. 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 . 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. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. l]l. Show stud, size and spacing. Maximum allowable stud heights: Bearing 'wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 'x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. 1312. Studs supporting two floors, a roof' and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25.-R-3. A3. Note on A.I.T.C. Certificate of Compliance for I ' glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 7/6/91 ' 1 7 114. Detail, all post-to-beam and post-to-footing connections- and reference the detail to the plan. Section 2516 (ni). l)!5. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 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 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2". minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 19. Provide roof framing plan and floor framing plan. Section 302 (d). 10. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and I horizontal framing members and post footings. Section 302 (b). 123.- Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). 124. In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. -This does not apply to wind loads. Footnotel. - 125) Show on the plans all structural requirements -' developed in the structural calculations. Section 302 (d). (See comments below or at end.) 12/6. 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. Show draft separation for attic areas between - units in a duplex. Section 2516 (f). 1O. Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than - 14" high, framing shall be solid blocking, or - - sheathed with plywood. Section 2517 (g) 4. 41313. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting '2 stories. Section 2517 (g) 4. - 144. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue."- Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 30" x 30" attic I access, if required for equipment in the attic and detail .30" x 30" clearance through truss webs. Ridges, hips, and valleys shall be at least - one size larger than supported rafters. - Section 2517 (h) 3. - l7. In open beamconstruction, provide strap ties I across the beams at the -ridge support. Section 2501 (b). v -i Z. ?/z S-c-(F' Tc-c #F /-Jc1 O3f7 P6CjFY rppij - 1J9 4T- P/'T/--/ TV€E L-T )PIPY 'F W'r/AJC ç277AJ-. - OiJ PL-Az p(4i'J - -/, PJT/py Y-(4r,AJc 4-1JL? 8 - 146-t41 FP-rM/fJG11 - - 138 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect• the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. MFXHANICAL (UNIFM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall' comply with the Uniform Mechanical Code. 139 Show the size, location and type of all heating and cooling appliances or systems. i , II1t')6 *iJ, &2 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. 1212'. - Note on the plans that the FAU closet or alcove I must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. 1l42. Show minimum 30" deep_.. unobstructed working space in front of furnace. Section 505, UMC. 13. Furnace shall not be installed in 'any bedroom, bathràom 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 source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The - opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC: Note that passageway to the attic furnace shall I be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. l7. Show permanent electrical outlet and lighting / fixture controlled' by ,a switch for furnace located in- attic or underfloor space. Section - 708 & 709 UMC. )48. Show details to comply with,Section 709 for furnace under the floor, or Section 710 for I roof or outside furnace. 14p. Show I.C.B.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. l0. Note on the plans that approved spark arrestors shall be install'ed on all chimneys. Section 3704(h), Title 24. 11. 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. l2.'Provide dryer vent to outside. UMC, Section 1903. ELflUCAL (NATIONAL ELTR1CAL CODE) All wiring' 'shall comply with the National Electrical Code. P. 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. 154. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". ' 155 Note on' the plans: "Lighting outlets controlled by a wall switch 'shall be provided in accordance with NEC'Article 210-70". l '6. Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8". 157 Note on the plais: - "Convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment)' shall be GFI protected." NEC, Art. 210-8. 15. Note electrical system ground to be provided ,per NEC, Art. 250-80(a), 81(c). FLZIMBDIG (UNIFORM PLUMBING ax)E) 159. Show water heater size, type and location on / plans. UPC, Section' 1301. 10/2/91 • ' " ' ' ' ' - ' 9 lO. 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. iki. Fuel combustion water heater shall not be ( installed in bath or bedroom orin a closet opening into bath or bedroom. UPC, Section 1309. l2. Provide adequate barrier to protect water f heater from vehicle damage. An18" platform for the water heater does. not satisfy this requirement. UPC, Section 1310. 143. Show T and P valve on water heater and show / route of discharge line to exterior. UPC, Section 1007 (e). Show that water heater is adequately braced to I resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stallcan accommodate a 30" circle and has.a minimum floor area of 1,024 sq. in. UPC 909 (d). i6. Provide clothes washer hook-up for each unit. I Title 24, Part 3. NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 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 24. 9. Provide insulation in walls and ceiling to 4 achieve STC of 50 between garage and living area if garage use is not controlled' 'by resident. Title 24. ENEMY cxvthoN ]40. Provide plans, calculations and worksheets to show compliance with current energy standards. 171. The 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. 1j2. All' energy items shown on the plans'.must be in f agreement with the information shown on the properly completed Form CF-1R. 17/3. Specify on the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 1 J4. 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/}fr. t 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. ]716. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S .F.D. & DUPLEX SUPPL1ENT i/i. Energy conservation design should be for Zone 7. 1 I 8. Floor drains must have auto-prime (city policy). For gas piping under slabs that serve kitchen I island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust , fans cannot be ductless type / (city policy). 11. 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 onestory garage and directly below the most south facing roof (City Ordinance No. 8093). 12. 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). 10/3/91 ' ' ' ' 10 l3. 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). Incorporate 'the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft• in, area, then 'a soils report is not required. Esgil Corporation will advise,the City to place their soils notice stamp on the plans.. -1 7. 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). 18k. All structures require a Class B roof covering, except room additions. If a room addition I covers all of the existing building (2nd story addition), then the above exception doesn't apply. 18'9. City Ordinance 9792 requires two parking / spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 10. All chimneys attached to any 'appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet 'of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or .24 gauge stainless steel. Openings shall not permit the, passage of spheres having a diameter larger than 1/2-inch and shall 6' not, block ,,the passage of spheres having a diameter of less than3/8-inch. 191 Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals áid associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANFXXJS ~2 Please see additional corrections, or remarks, -l on the following page. 193 To speed up the recheck process, note on. this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note'or detail number, calculation page, etc. 194 Please indicate here if any changes have been made to the plans that are not 'a result of corrections from this list. If there are .other changes, please briefly describe them And where they are located in the plans. Have changes been made to the 'plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with -Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number. 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact___________________ 5Y at Esgil Corporation. 'If you have any' questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. a 11/13/91 Date 1 Jurisdiction CARLSBAD Prepared by o Bldg. Dept. $Y17. Ata4 VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO. q1 BUILDING ADDRESS _2a APPLICANT/CONTACT _7k,Ji&1_ 14_1'1MJAJ PHONE NO._________________ BUILDING OCCUPANCY. - 9-3 DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA - VALUATION ?ULTIPLIER VALUE 1 I 0 . 3 - 17 -. ______ • _________ • 1____ - _____ ________ Air Conditioninz Commercial- Residential Res.-or Comm. - Fire Sprinklers S Total Value 71 .. 3 2 Bui1djn Permit Fee. _ - s ,72- Plan Check Fee $ C OH HEN iS:. SHEET OF 12/87 BUILDING PLANCHECK ,ENGINEERING CHECKLIST DATE: M-1019 1 ZITEM. COMPLETE 3 ° PLANCHECK NO. 9_I_- 1/93 ITEM INCOMPLETE, NEEDS YOUR ACTION 1 3 Zip 3P_G CLCL&1_LJCL, ITEM SELECTED .SN R 3 TD D 'C C C PROJECT ID: 2 I(c' _i!O-Z-I H H H E E E- LEGALREQUIREMENTS K.K K Site Plan fl E Provide a fully dimensioned site 'plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street iinprovemerts, right-of-way width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent •(%) grade and j . drainage patterns. F-']'1-1'3' Provide legal description and Assessors Parcel Number. Discretionary _Approval Compliance Li 4. No Discretionary approvals were required. - . 5. Project complies with all Engineering Conditions 'of Approvalfor Project No._______________ .,, E 0 0 6.. Project does not comply with the following Engineering .Conditions of Approval for Project No.__________________ • •,• * Conditions complied with by: _Date:_______ FieldReview 7. Field review completed. No issues raised. S. • Field review completed. The following issues -or discrepancies with the site plan were found E E 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. . P:\D0CS\M1SF0RMS\FRM0010.DN REV. 02/27/91 D. Grading is required to access site, create pad or. provide for ultimate 'street improvement. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. 'F. Other: Dedication Requirements 9 No dedication required. E 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" 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 Improvement Requirements ' LiEl 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior -' to occupancy. 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: P:\D0CS\MISF0RMS\FRM0010.DH ' ' ' ' REV. 02/27/91 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 V 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. V Future Improvement Agreement completed, Date: By:_______________________ E E 13a. Inadequat.e information available on site plan to make a V 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). V V 'LJ LI 14 No grading required as determined by the information provided on the site plan. El 0 'V 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. tDate: by: Miscellaneous Permits LI LI 16 Right-of-Way Permit not required LI LI LI 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for 'the following: -Vs LI LI 18. Sewer Permit is not required.- 0 LI 19. Sewer. Permit is required. A sewer Permit is required- concurreiit with Building Permit issuance. The fee required V - is noted below in the fees setion. V ' I_1 LI LI 20. Industrial Waste Permit is not required. P:\D0CS\M1SF0RMS\FRM0010.DH REV. 02/27/91 21. Industrial Waste Permit is required-. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted '- Date: By: Fees Required 27. Park-in-Lieu Fee Quadrant: Fee per Unit:_____________ Total Fees:_____ Traffic Impact Fee 4 Fee Per Unit: Total Fee:_________ Bridge and Thorough fare Fee Fee Per Unit: Total Fee:__________ Public Facilities Fee required. Facilities Management Fee Zone: - Fee:, Sewer Fees Permit No. EDU's. BenefitArea: Fee:' - 2.8. Sewer, Lateral Required: Fee: 29. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: DATE:I Z / - REV. 02/27/91 PLANNING CHECKLIST Plan Check No. /- ,Address 263 e 64c ,/4 c'y Planner Phone 438-1161 ext.,q5 2f • (Name) ' APN: -76- foa( Type of Project and Use ftarJ77d. A-bj) 437c' Zone Facilities Management Zo'ne S "S. Legend .• Item Complete * Item Incomplete - Needs your action • 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified • [J• Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. 'Conditions of Approval X 0 Discretionary- Action Required YES - NO TYPE APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES:'__________________________________________ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval - 0 California.Coastal Commission Pt Required YES -.NO & DATE OF APPROVAL: Sari Diego Coast Dis&ict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 - (619) 521-8036 • . S • - • Compliance with conditions of approval? If not, state conditions which require action. • Conditions of Approval ndscape Plan Require& YES NO See landsca.pla' : .. :. •. •. Site Plan: V VV V I' V V 0 0 . 1.. 'Provide a fully dimensioned site plan dran tsca1e. Show: North ? V V arrow, property lines, easements, existing and proposed structures, - streets, existing Street , improvements, nght of way width and dimensioned setbacks. V V 2. Show on Site Plan: Finish floor elevations, elevations of finish grade V adjacent to building, existing topographical lines, existing and proposed V slopes and driveway. V V •V V V V VV V V V V 3• Provide legal description o( property. V V V V V 4; Provide assessOis parcel number. A V ZOfling V V V Setbacks: V V V V V V V V VVVVVV .V V • VVVV , V Front: V V Required ?O Shown &.) ' V V mt. Side: V V Required 7. c Shovn / V V V V Street Side: V V Required ' V Shown r V Rear Required /i' Shown +15 0 2 Lot coverage Required (toFo Shown < V Cf Cl 0 .3.'Height: VV Required Shown' , 0 / 4 Parking Spaces Required 2- Shown a Guest Spaces Required V -Shown VV V 0 0 0. .Additional Comments V V V V V V V OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER (/1 '1 (A- DATE V V V PLNCK.FRM V [75 402 EPHFDAMER 0 N ARCHITECT I ALI 7542 FAY JOLLA, CALIFORNIA 9r,, 37 BENTON ENGINEERING, INC. I/ 1/ I) APPLIED SOIL MECHANICS --FOUNDATIONS 7 £a' . 6741 EL CAJOM BOULEVARD 4 SAN DIEGO CALIFORNIA 92115 -. PHILIP HENKING BENTON - SAN DIEGO 583-5654 PRESIDENT CIVIL ENGINEER June 23 1969 , LA MESA 469-5654 . .: . .• Rancho La Costa, Inc Route 1, Box 2550 , 1 Encinitas, California 92024 1 Sub Iect Pro1ect No 68-11-23D I Final Report on - Compacted Filled Ground 7 L £La TCtaSoUniti2 4 7 RFia Costa, lirnia -' Gentlemen - This is to reort the reuIts of tests and observations mden order to inspect the compoction of * fllld gtund placed on certain areas oLLots 1 3tO.r7*i!flCjSIXi_i4JO 25,jflclusLve, to ',39: lnclusi'.'e, 43 to 46inclusive754 to 58,'-incluslve,.621t?2, inclu'sie7 82,83, 84,86,87, 89, 90, fl0.Jo 120, -inclusive,i22,i23131,J32, 1L1 iluive,j6&E177,.ii é7 81-td'-;184,1 incLusive, and Poriio1hs of La Costa AvenueNavarra Drive, Vie 1 Castilla Way, Nue'o Castilla Way,SevilIa WayiLevante Sfreet,Gahcia Way, and LaCorJ?ia Place, La Costa South Unit No 1,1Rancho La Costa, California Th fills were plac'ed during the riods '4* -' between February 4,T1969 and May 2, 1969 The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No 1, entitled "Location of Compacted Filled Ground The grading plan used for the placement of filled ground was prepared by Mclntire & Quiros, Inc dared January, 1968 The approximate locations at which the tests were taken and the final test results are presented on pae Nos. 4 to 19,inclusive, under the "Table of Test Results. "The laboratory determin&- tions of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page No. 20, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations,of these. rThe tests were taken during the weekly periods indicated below: Test Number Week Ending ito 8, inclusive February 8, 1969 9 to 29, inclusive February 15, 1969 30 to 37, inclusive February 22, 1969 38 to 89, inclusive March 8, 1969 90 to 139, inclusive . March 15, 196' ILJro Ill, 192 to 257, Continued on pcge two. inclusive inclusive March IL, i''O',' March '1 I ,- 1 0 1r' , 1 /- /c&3 ect No. 6-H--JL) La Costa South Unit No. 1 Test Number 41/ Week Ending t. 258 to 352, inclusive April 5, 1969 1.• 353 to 433, inclusive April 12, 1969 434 to 461, inclusive April 19, 1969 462 to 485, inclusive April 26, 1969 486 to 5, inclusive May 3, 1969 - '•T ...- ThejinoLresults oLtests an d o b s e r v a t i o n s IndIcote.thaLth&ccmpacte d f I I l e d ground ha) been '--..- :'• •'- olaced at 90 percent.ofthe m a x i m u m : d r y d e n s l t y o r ; g r e a t e r • ; - . l t . h a s bee n determined that the ) / -v - .fflI.materials ;-.compacted . t o 9 O . p e r c e n L o f . . t h e m a x i m u m . d r y d e n s i t y h o v e a s a f e - b e o r i n g . v a i u e " - '.-- - - .. .. '.. or atleastj;15 10. pounds.. p e r s q u a r e f o o t . f o L Q n e J o o t w i d e c o n P i n u o u s f o o t I n g s f o u n d e d a t . a . •_. mini J1and placed five feet ormore inside the top of opes : If footings are placed clos e r t o t h e e x p o s e d s l o p e s t h a n 5 f e e t i n s i d e t h e t o p o f c o m p a c t e d f i l l e d ground slopes, theseshou l d b e d e e p e n e d o n e f o o t b e l o w a 1 1/2 horizontal to 1-vertical l i n e pro1ected outward and do w n w a r d f r o m a p o i n t 5 f e e t h o r i z o n t a l l y i n s i d e t h e t o p o f c o m p a c t e d filled ground slopes. :.Tests indicate that thecornpact e d f i l l e d g r o u n d i s a d e q u a t e t o s a t i s f a c t o r i l y support the proposed dwellings without detrimen t a l s e t t l e m e n t s In our report of the origin a l i n v e s t i g a t i o n c o n d u c t e d a t t h i s s u b d i v i s i o n , ( P r o i e c t N o 6 8 - 2 - 2 C dated March 8, 1968), we s t a t e d t f ' a t o m e s i l t y c l a y a n d s a n d y c l a y s o i l s h a d b e e n f o u n d o n the site that were expans i v e , a n d w e r e c o m m e n d e d t h a t e a c h l o t b e i n s p e c t e d d u r i n g o r a f t e r grading to determine thos e l o t s i n w h i c h s u c h e x p a n s i v e s o i l s e x i s t w i t h i n t h e u p p e r 3 0 f e e t This has been done, and t h e f o l l o w i n g l o t s h a v e b e e n f o u n d t o c o n t a i n p o t e n t i a l l y e x p a n s i v e soils within the upper 3 0 f e e t -' - - Lot Nos 1 to 81, inclusive Lot Nos 97 to , riclusive Lot Nos 170 oiT184, ncl u s v e -- ..: .. ••. ••-•. .:.,. • •. ••.• .. .;. ;- .. . . It is,'recoipmended that, s-he f o l l o w i ng special design precaution s b e t a k e n f o r the hou5estobe cof'ss-ructe'on the above - l i s t e d l o t s - / 1 Isolated interior piers shou l d n o t b e u s e d Continuous footings should b e u s e d throughout, and these sho u l d b e p l a c e d a t a m i n i m u m d e p t h o f t w o f e e t b e L o w the lowest adjacent exter i o r f i n a l ground surface. 2. Reinforce and interconnect c o n t i n u o u s l y w i t h s t e e l b a r s a l l i n t e r i o r a n d e x t e r i o r ;footings withtwo #4 bars at 3 inches above th e b o t t o m o f a l l f o o t i n g s a n d t w o f /#4 bars placed 1 1/2 inches below the top of th e s t e m s o f t h e f o o t i n g s . . . 3. Use raised wood Floors that span between continuo u s f o o t i n g s , o r r e i n f o r c e a l l concrete slabs with 6 x4 - 10/10 woven wire fabric; a n d p r o v i d e a m i n i m u m o f - 4 inches of clean sand ben e a t h a l l c o n c r e t e s l a b s . P r o v i d e a m o i s t u r e b a r r i e r 2 Inches below slabs und e r l i v i n g a r e a s 8ENTON ENGINEERING. I N C . ---------------------- : I - - - - La,,t0 SO \th Unit No. 1 Separate garage slabs from perimeter footings j.nch tb.jcness of 1/ Jconstruction felt or equivalent, to allow independent movement of garage 14;4 /slabs relative to perimeter footings. / Provide positive drainage away from all perimeter footings too horizonta l \\ // distance of at least 6 feet outside the house walls. In additionto the filledground placed and inspected within La Costa South Unit No. 1, there was an area of fill approximately 180 feet east of the east end of Navarra Drive. This çrea is shown on Drawing No. 1, and the tests token within the area are Test Nos. 257, 258, 264 and 270. ., . Respectfully submitted, BENTON ENGINEERING, INC By ?2i M V Pothier, Civil Engineer Distr (4) Addressee (2) Mclntire & Quiros, Inc Attention Mr Gary Cumbey (1) Rick Engineering . (2) San Diego County Building Inspection Vista, California -mailed 1-9-70 .... ....... ............................................................. . .. • - - • • 4, ... ,• . ,.-.- _•, '.. BU- ILDIN.G PERMIT .PCRNo:PCR92048. 07/23/92 10:30 . . , • Project No: .A9101972 Page 1 of 1 Development No: Job Address:' 2638 GALICIA WY •. 'Suite. Permit Type PLAN CHECK REVISION 8585 07/23/r- 0001 01 02 Parcel No: 216-180-21-00 Lot#:, 1, - C-PRr1T 10900 Valuation: . 0 Construction Type: -VN Occupancy Group: R3 Beference#: 9:11563 - Status: ISSUED Description: ALL. CLOUDED ITEMS Applied: 07/14/92 -: .CONTACT.PERSON I-IARRINGTON Apr/Issue:. 07/23/92' - Validated By CD Appl/Ownr : HARRINGTON, NORMAN . 619 944-7683 . -. 2,638 GALICIA WAY . . , . • '•' CARLSBAD, CA 92009 Fees Required----* *;c&d----------- Fees: 1 9.000 •. Adjustments: - p.00 To dit.s: . .00'. Total Fees: • 1O900 T NA a'l • • .0.0 B a la n\: Fee description 1JrU t F Ev i Ext fee Data Plan-Check ,Revisio 1-0 -- -------- ____ ; 109.00, - INCORPORATED . • 152 v .• --.': . • • . 'I r' -. .• • .. • '? . • '. 7 .7 A1 - •4' - • • . . • 4 • . -, .- I t --•• I • .• - - - •• 4 •. I. - . •• I - - CITY OF CARLSBAD 2075 Las Pa1ms Dr.,Carlsbad, CA 92009 (619) 438-1161 • - I ,• - - • • . • S. • * -. - 7 - • • -. • I •._ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 V .(619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: keV 7D SET: PROJECT ADDRESS: 2OS& 6,ktVA 4.. -L-,1-y PROJECT NAME://AJCTbAJ S/&XE V JURISD PLAN CHECKE V R []VILE COPY Li UPS DDES IGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E VILLJI -YZ.QAJ 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies,identif led . are resolved and checked by building department staff. - [j The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected V and resubmitted for a complete recheck. V E] The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. Ufltil. corrected plans are submitted for recheck. V V D The applicant's copy of the check list is enclosed for the -: jurisdiction to return to the applicant col:,. -act person. 9 The lit1 copy of. the check -list has been sent to: V - iffiUm-Esgil staff didnot advise the applicant contact person .that plan check has been completed. V 9 Esgil staff did advise applicant that the plan check has been completed. Person contacted: V Date contacted: Telephone #________________ 9 REMARKS: By: 51'&D AtM . Enclosures: V V ESGIL CORPORATION 7//( V DGA 0CM V - Jurisdiction 6WLLSF3.kI, VALUATION AND PLAN CHECK FEE 1/LI £dCL Q 4 I Prepared by: 6y6c AtEefrj ' Bldg. Dept. Esgil PLAN CHECK NO .9z--,( t&j '-rt BUILDING ADDRESS fttA-(/ii- M-Y APPLICANT/CONTACT Nm #A 441&-7',J PHONE rio._______________ BUILDING OCCUPANCY ,c-3 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING' AREA VALUATION MULTIPLIER VALUE Air Conditionine Commercial Residential. ' Res. or Comm. Fire Sprinklers. .-S Total Value '8daTrgL_r -urrt lee $_ ' .5 Plan Check Fee $ ' $ COMMENTS: SHEET .:-.i . OF________ : .i2/87 'PLANNING cmocisr Plan Check No. ?f / Address LIc i,J>' Planner DAVID RICK — Phone 438-1161 ext. 4328 (Name) APN:- -00 Type of Project and Use r 9iJ) . Zone Facilities Management Zone Legend [tern Complete J [tern Incomplete - Needs your action LV% 1, 2, 3 Number in circle indicates plancheck number where deficiency was 7/ identified 12"IJ E Environmental Review Required: YES NO _P6E A-- '- DATE OF'COMPLETION: I: .' I.. Cornpliancèwith conditions of approval? If not, state conditions which require action. Conditionsc)f Approval N Discretionary Action Required: YES - NO 1'PE .- . APPROVALJRESO. NO. DATE: PROJECT.NO. . OTHER RELATED. CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES - NO DATE OF APPROVAL: r ',San Diego Coast District,3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 9 /C3 /C3 Landscape Plan quid: S NO / +. See attached submittal requirements for landscape plans Site Plan: ,- 0 /C30 - 1. Provide a fully dimensioned site plan drawn to scale. Show: North. . arrow, propOry lines,' easements, existing and proposed structures, / streets; existing street improvements, right-of-way width and / * dimensioned setbacks. - 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade / adjacent to building, existing topographical lines, existing and proposed / slopes and driveway. - // .. 0 3. Provide legal description of property. 0 4. Provide assessor's parcel number. Zoning: y6 0 1. Setbacks: - -Front: - Required 2ö Shown Ent. Side: Required 5' Shown 7 Street Side: Required. - i/ Shown ' Rear: Required - b' Shown 'o. ' á'D o 2; ,Lot coverage:. Required 1'tShown ' 3. Height: - Required 2,V1 -Shown 2 0 02y" - - 0 0 4. Parking: Spaces Required Z C4f ,4rt . Shown cc- Guest Spaces Required . Shown 0 0 0 Additional Comments - - * • - OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 2 -(i- qL .5 9fr' PLNCK.FRM