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HomeMy WebLinkAbout2420 LA COSTA AVE; ; CB900535; Permitelexit- 1k2__, ' -- BUILDING PERMIT Permit No: CB900535 06/29/90 09:01 Project No: A9000632 Page 1 of 1 Development No: Job Address: 2420 LA COSTA AV Str Fl: Ste: Permit Type: SINGLE FAMILY DWELLING 6469 06/29/90 0001 01 02 Parcel No: 216-160-06-00 C-PR4T 10044-00 Valuation: 375,721 Construction Type: NEW Occupancy Group: Class Code: Status: ISSUED Description: 5043 SF + 615 GAR + 2288 DECKS Applied : 03/30/90 RE-SUB OF PREVIOUS PERMIT 87-485 Apr/Issue : 06/29/90 Validated By: JPY OWNER : HOBSON, DENNIS Lic. OWNER 753-0980 2452 LACOSTAAV CARLSBAD,CA 9200.9 CONTRACTOR : DENBAR CONST.7 ,... T\ ..,LicC NO 753-0980 I At 2382 CAMINO7VIDA,ROB -'1 LE...#D'LJ\ CARLSBAD ,7CA 92009 *** Fees Required 1 *** \ 'i *** Fees,'Col-lected &. Credits ---------------- 1 1 ,. _-'i__•, ;:-. '-.\: ... '.--'r\ Fees: 11,031-O0 / . ' ço \ Adjustments: / /. .00' ''VVTotal Credits: \ . .00 'Total Fees: .11 ö'300' • 987.00 lance 6ie: \ . 10,044.00 Fee description( '(J) I Ext fee Data Buildin Permit - \ / 1606.00 Plan Ch'eck 'i jJ. ('oil ivI 1044.00 or manually enter\License\Tax 9'-I '/f6j70.O0"/ / 6170.00 F.M.F./G.M.F. and Zone(99) \ // >\/c.31- 000J / 310.00 06 Enter''Y' to Autocal'c T.I;;.F.'\' i&icboDOOA'SO / •-. / P Enter 'Y' to Autocalc\Bridge...Fee > ' ,,_,....' j P or manually enter M.F.F'-'J > ----1713..O0 / 1713.00 * BUILDING TOTAL /)r, 10843.00 Enter "Y for Plumbing Issue FeeJ/> 7/ 7.50 Y Each Plumbing Fixture or Trap > 20.00 2.50 50.00 Each Building Sewer "->,_.__---i'10 6.50 6.50 Each Water Heater and/or Vent > 1.00 2.50 2,50 Gas.Piping System > 1.00 2.50 2.50 Each Vacuum Breaker > 4.00 2.50 10.00 * PLUMBING TOTAL. . , 79.00 Enter 'Y' for Electric Issue Fee > ' 5.00 Y SinglePhase.Per AMP > 175.00 . .25 43.75 * ELECTRICAL TOTAL ($10 Minimum) 49.00 Enter 'Y' for-Mechanical Issue Fee> 15.00 Y InstalitFurn/Ducts. . > ' 1.00 9.00 9.00 Each Install/Reloc Appliance' Vent > 5.00 4.50 22.50 Each Hood/Fireplace . * > 2.00 6.50 . 13.00 * MECHANICAL TOTAL 60.00 APPROVAL rs_MTE 71) CITY OF CARLSBAD - - 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 ITRACTOR PE.34jL c0AJT c1sj3i3j2 STATE LIC. ADDRESS3 C,Af7IAJQ 'jf94 j?f3tJ 4P. STATE ZIP CODE '?,..2 i2c9' DAY TELEPHONE "p c5 LICENSE CLASS CITY BUSINESS LIC. # PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - 0 COMMERCIAL DHEW DTENANT IMPROVEMENT B - 0 INDUSTRIAL DNEW DTENANT IMPROVEMENT C - RESIDENTIAL DAPARTMENT DCONDO SINGLE FAMILY DWELLING DADDITION/ALTERATION DDUPLEX DDEMOLITION []RELOCATION DMOBILE HOME ELECTRICAL 'PLUMBING DMECHANICAL DPOOL DSPA DKRETAINING WALL DSOLAR DO) ,.-. I EST. VAL c35i),, cf' I PLAN CK DEPOSIT 1 I VALID. BY DATE a 4459 03/30/90 0001 01 02 C—PRMT 907-00 PROJECT INFORMATION PLAN CHECK No. Address 2*2...o _)9 c0sy1 ,Bui [ding orSuite Nearest Cross Streets EL. C.i4r1 ;i.,r, CKhCK BtLtM IF S1JHMIIIIO: - 2 Energy Calcs 2 Structural Calcs '2 Soils Report D1 Addressed Envelope ASSESSORS PARCEL EXISTING USE PROPOSED USE 7/ BLDG. SO. FTG. -- A OF STORIES CONTACT PERSON NAME I J HO3$°t ADDRESS 2 /-"9 Q J9 '7 452 CITY L5 STATEJ ZIP CODE 00 '7 DAY TELEPHONE 753 .Oq?o SIGNATURE aLfD.J,.,4J 71 APPLICANT DCOHTRACTOR DAGENT FOR CONTRACTOR WNER DAGENI FOR OWNER NAME '1J7 1 5 ADDRESS CITY STAIE4:56 ZIP CODE g2og DAY TELEPHONE 753-1s5.z PROPERTY OWNER 'OWNER DLESSEE OTENANT NAME ADDRESS CITY 5i9 /"2 1E. STATE ZIP CODE DAY TELEPHONE CO NAME CITY SIGNATURE /VJ4.(%(J '11 jLJgt/ TITLECk't4}14 — DATE ' / '-1 7Q DESIGNER NAME ADDRESS CITY I STATE ZIP CODE DAY TELEPHONE STATE LIC. A 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. Q. INSURANCE COMPANY .5T)q1F C.. _f)Ptc,qT/cj&( POLICY NO. //02..227 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 I DATE OWNER-BUILDER DECLARATION owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044,'Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor'sLicense 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). 0 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 ($5001). 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 5d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES j)lO . Is the facility to be constructed within 1,000 feet of the outer boundary of a school ,site? DYES NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE IS9JED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS HE OR IS MEt,IING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE 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 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 B ildirig Cod ). PLiCANTIS SIG TUX OWNER []CONTRACTOR BY PHONE APAIREOVED BY: WHITE: File YELLOW: Applicant Pl(K: Fince M:UMMv - City of Carlsbad February 22, 1990 Carroll J. Smith Marieta Gillerman-Smith 271 Murray Drive El Cajon, CA 92024 SUBJECT: 2420 La Costa Avenue, APN: 216-160-06 It has come to our attention that the construction site at the above referenced address is abandoned. There does not exist any active plan check or permit with the City of Carlsbad Building Department. Please see the attached letter dated December 8, 1988, that notified the contractor of the impending expiration of the active permit. This office has received a complaint regard.ing the property and the current condition of the open abandoned structures. Compliance can be made by obtaining an active plan check and permit and continuing with the construction; or remove all existing structures and debris from the building site. Thirty (30) days is a reasonable length of time in which to submit plans for the structures and pursue the permit process. Please contact me at 438-1161 to informally discuss this matter. ICHAEL A. HARRINGTON Code Enforcement Officer MAH :pf c: Dennis Hobson Fire Prevention Department, Jim Harris Principal Building Inspector Carter Darnell "Building Permit File Building Permit Department Enclosure 2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161 I City of Carlsbad December 8, 1988 Dennis Hobson 7638 Calle Madero Carlsbad, Ca 92009 2420 La Costa Ave, BUILDING PERMIT 87-485, SINGLE FAMILY DWELLING This building permit was issued on October 13, 1987. Revised plans were submitted on January 21, 1988. A correction list was sent to you on February 2, 1988, which said in part: "Entire plan to be revised to clearly reflect changes. As shown, plans are too incomplete to check. A complete plan check will be done when plans are revised to show what is actually being constructed." There was no response from you to the above correction, and the plan check invoice at that time was $164 which is still due. No request was made for an extension of the permit and the permit expired on April 12, 1988. - Our files show that a staff member sent you an extension of PLAN CHECK thinking that the Miscellaneous Receipt you filed with us was for a lan check instead of a change of plans to an existing permit. ehon red that because it was our error, and that change of plans appl 'cation expired on September 10, 1988. CAR R WEE 2075 Las Palmas Drive-Carlsbad, California 92009-4859 -(619) 438-1161 04/13/92 INSPECTION HISTORY LISTING FOR PERNIT# CB900535 DATE INSPECTION TYPE INSP ACT COMMENTS 03/27/91 Final Combo RI RI 11/15/90 Exterior Lath/Drywall RI RI 11/15/90 Exterior Lath/Drywall TP AP 11/14/90 Interior Lath/Drywall RI RI 11/14/90 Interior Lath/Drywall TP AP 11/14/90 Exterior Lath/Drywall RI RI 11/14/90 Exterior Lath/Drywall TP CO 10/26/90 Insulation TP AP 10/26/90 Rough Combo RI RI 10/26/90 Rough Combo TP AP 10/16/90 Shear Panels/HD's, RI RI 10/16/90 Shear Panels/HD's TP AP 10/03/90 Ftg/Foundation/Piers RI RI 10/03/90 Ftg/Foundation/Piers TP AP 09/24/90'Roof/Reroof RI RI 09/24/90 Roof/Reroof TP AP 09/19/90 Roof/Reroof RI RI 09/19/90 Roof/Reroof TP CO 07/16/90 Grout RI RI 07/16/90 Grout TP AP 07/13/90 Grout RI RI 07/13/90 Grout TP CO 07/05/90 Ftg/Foundation/Piers RI RI 07/05/90 Ftg/Foundation/Piers TP AP 07/05/90 Steel/Bond Beam TP AP MH/DENNIS/753-0980 MH/DENNIS/753-0980 MH/DENNIS/753-0980 MH/DENNIS/753-0980 Tl/MH/753-0980 WOOD CERTIFICATION INC. Tl/MH/ OK TO WRAP Tl/MH/DENNIS/753-0980 STAIR FTNS @ SIDE HOUSE T2/RS/HOBSON/7 53-0980 T2/RS/HOBSON/753-0980 T3/MH/HOBSON/753-0980 T2/MH/HOBSON/753-0980 T3/CNW/HOBSON/753-0980 NEW ADD FTNS FOR CHG PLANS HIT <RETURN> TO CONTINUE... FINAL BUILDING INSPECTION DEPT: BUILDING FIRE PLANNING U/M PLAN CHECK#: CB900535 PERNIT#: CB900535 PROJECT NAME: 5043 SF + 615 GAR + 2288 DECKS RE-SUB OF PREVIOUS PERMIT 87-485 WATER DATE: 03/28/91 PERMIT TYPE: SFD ADDRESS:' 2420 LA COSTA AV CONTACT PERSON/PHONE#: / 0 SEWER DIST: LC WATER DIST: CA --------------- ------------------ _L 1.14 or '. .LI BY: INSPECTED: _______ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 'SAN DIEGO, CA 92123 : (619) 560.1468 DATE: 5-/(-O JURISDICTION: PLAN CHECK NO: SET: PROJECT ADDRESS: 27 (_4 C&r ,4-iJ PROJECT NAME: JURISDICTIO T1HC'KE FILE COPY UPS DESIGNER E 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 A€L2,'J 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. L 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 applicantcontact person. 17 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 been completed. Person applicant that the plan check has contacted: 1 Date contacted:— REMARKS: G) (__Ii ,-T _ Telephone # /1) iI;Ec&) iJ;' Sr7'r'•; i By:tS1 7'Z&7Y) Enclosures:____________________ ESGIL CORPORATION j LIGA EAA Lllvw DM tL-'6 ''T ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: SET: ...LJ_ PROJECT ADDRESS: 4Z0 tA rA A-vs PROJECT NAME: JURISDICTION FILE COPY UPS DESIGNER E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E 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. 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. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. Thë.applicànt's copy of the check list has been sent to: 1U/M S Ffôo ,J 24 tA ,4-11 El Esgil staff did not advise the applicant contact person that plan check has been completed. ON Esgil staff did advise applicant that the plan check has been completed. Person contacted: -AJ#Jff CSC.A/ •1.(C) Date contacted: Telephone # U REMARKS: By: Enclosures: ESGIL CORPORATION 0 GA 0 AA 0 vw C) DM JURISDICTION: ________Date plans received by plan checker:__________________ PLAN CHECK NO.: qD - Date plan recheck completed: By: PROJECT ADDRESS: 9410 LA C. <T7I 4-i/ TO: '&7.J 'J ( S RECHECK PLAN CORRECTION SHEET 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 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 (j) 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: L eo g,--i-t o-ij To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. (j) The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. () Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. __Yes No ) l) Lt--. L t-4-tQ) r1+p-y L.o. ) LJj_I A i' E-r.1 EJ c-i? L3 Ppoi1 '2- Fg- UP?Gie L-\J€L - c/J,JT4'J A7puM () //'O7 ZO LS / F7 A r )S AJ C,, F1 AJ/ ____S 7 ) -Fo 6tfU S77O(_AJ 4k-&6> Pz91 70 / "60t7p C-LD&/,4 itIO fi-éPOAJE e_6 L/617 7D jTi>'s i/c, //, 2- 666- /&3 ,' 7773q1-7 T)C -i-j F - t_(FFf -U _s _,j ,1 rn c.5 H-) LD CJ4-TI. &-J -. - /l j A5OtJA-1.frPi 7Z/,W7ECT iiz /&7 - / SfE __e f2 I p - i.,J44JA&1oJ PtA-"JS A-1a7 COJS ,' s7EitJ7 IA)1 7,/ J-t 1. RPCS.41290 /¼7v1 Z __ iJv i-7-VS, r-/J 7 JE:t GP'JL.E. 11 . Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).,:: -. 1-)?) 4 - P/f ½i 2—, 115. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. d ( 6. 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 1/2t1 minimum clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 119 Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). 121 Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 122 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 123. Provide calculations for lateral load's, shear panels, shear transfer and :related. Section 302 (b). 14. In Seismic Zones 3 and 4, the allowable shear wall yalues' for drywall in Table 47-I must be t. reduced 50 percent when considering earthquake loads. This does' -not apply to wind loads. Footnote 1. 125 Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See c0e;1s talow or at end.) I6. Columns and posts located on concrete or f 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 I size 22" x 30". Section 3205. 19.. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 10. Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. 13'l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 132. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 134. 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. 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 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. 47. In opan beam czru::.on, vie strap ties / across the beams at the ridge support. ,Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. SUPPU1D f-1-F' -fAiv , UC PU-J S. F Y ,4zL Ns 2/12/90 ' . ' 8 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE. 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: CARLSBAD PLAN CHECK NO: SET: PROJECT ADDRESS: PROJECT NAME:R . JURISDICTION, PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have beencorrected where necessary and substantially comply with the jurisdiction's building codes. . El 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. The check list transmitted herewith is for your information. 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. 'he'aipplicant's copy of the checklist has been sent to: . f4-sso&)• . 2 S L 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: ___J'JK. tfop Date contacted:. . Telephone #_153 D REMARKS: .-.. By:'$YEP '4L&E7V\ • Enclosures:_____________________ ESGIL CORPORATION/. 1:1 GA •AA1 C1 VW '0. DM FLOOR AREA: SflMIFS:__? r-f-/ £.S PLAN c NO: _________________ jURISDION:CITY OF CARLSMD. TO: 22 to O&) 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 24 and the following model codes: ADDRESS: 2-4-ZO ' 4uJE 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the, code editions adopted by ordinance. 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), 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 process, 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 un 1±st when ;'c'u subnit the revised plans. PLAN CORRECTION HKxr' CITY OF CARlSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: 4I? - By: YC1) 't1i Applicant contact person: - "-Q1Telephone: 753 NOTE: PAGE N1IBS ARE NOT IN SEQUENCE AS PAGES HAVING NO ]NG CORR1=OKS WERE DkT. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) 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, Suite #208, San Diego, California 92123, (619) 560-11468. iL 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 I person responsible for their preparation. (California Business and Professions Code). Plans, spcifications 'and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional'wood frame construction. Specify expiration date of license. (California Business and Professions Code). 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 UBC, UMC and UPC and 1987 NEC. 8.) 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). 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." 11. 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. (.) On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: REQUIRED SPECIAL INSTRUCTIONS 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. 11Th 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 FIRE PYTIO Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 . . ' 2 it. 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. iii. 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 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. if. 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. 19 Show location of permanently wired smoke 109 detector: Centrally located in corridor or area giving access to sleeping rooms./ii i11- b. 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 0. 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. 2/3.. 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). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 fOet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 26. 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. Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). A. Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). 219. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 3k). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1297 (a). 31. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 71 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). 'AL RFS1DP21T1AL R1IRE)(TS '( Specify safety glazing for glazing in hazardous locations such as glass doors, 21 Habitable rooms, other than kitchens, shall 0 glazing adjacent to doors and glazing adjacent_ contain at least 70 square feet of floor area. to walking surfaces. Section 5406. At least one room shall have not less than 1-20.. . - T 5L,1L)/AJ0 FPJ'JCJ-j (IF WY) square feet of floor area. Section 1207 (b) 3b. Glazing, in the same wall plane as a door, i SPj r '{ L)SA (E F. C--A))/ st be safety glazing if within 12" of the (23) Window area must be at least 1/10 of the floor, door and less than 60" above the walking area and a minimum of 10 square feet per surface, unless the glazing is leaded or Section 1205 (a). Appears to be deficient in faceted glass. Section 5406 (d) 6. EtIf'7' k'_ -AJ5 i/tT6 Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic Wo-i p-ir-ip (including windows within 5 feet of tub or . shower floor). Section 5406 (d) 5. 2/12 /90 . . 3 YY. 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. Basements in dwelling units'shallcomly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). 3. A mezzanine is an intermediate floor and may nothave afloor area exceeding 33 1/3percent of the total floor area in the room below. The mezzanine floor musthave 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. 4j. The loft you show does not comply as a mezzanine floor and, is, by Uniform Building Code definition, a story. Section 1716. EXCIS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not 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). 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 (1). Provide '36" high protective railing for porches, balconies, and, open sides of stair landings. Oenings between railings shall be l&a.h'. 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. S. Provide stairway and landing details. Section 3306 (b), (c) and (p). It. Maximum rise is 7" and minimum run is I 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. 4. Minimum headroom is 61-0. (per Title 26) Minimum width is 36". 46. All handrails per Section 3306 (i), shall satisfy the following: . Provide handrail for stairways with 4 or / more risers. () Handrail shall be.haxa..the nosing of treads. (?TitTh24) ç1. The handgrip portion of handrail shall be I not less than 1 1/211, nor more than 2" in cross-sectional dimension. $7. Every stairway landing shall have a dimension, I 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). 49. 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). 4. 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. c Minimum width is 36 inches. 2/12/90 . ., . . .. - 4 Provide spiral stairway details, per Section 3306 (f): L 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 T I d". The tread must provide a clear walking / area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 4. Spiral stairways may not be used, for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). (2. Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 53. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 4. The walls and soffits of the enclosed usable I 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 corridors have a ( minimum width of 36 inches. Section 3305 (b). ROOFING 6. Specify roof slope. 1• Roof slope is not adequate for roof type ( specified. Table 32-B,C,D and E. () Specify'terial and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in tj.3.C., e.g., tile, etc. Section 107. (9) Specify minimum 1/4 inch per foot Xo&E slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 94 Show roof drains and overflows. Section 3207. Provide skylight details ..to show compliance / with Sections 3401 and 5207 or provide I I.CB.O. approval number. 3. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 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 Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 64. 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. 17. Show height and construction details of all masonry walls. Chapter 24. 6j. 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. 9. 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 walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 11. 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 opeings trezween garage and dwelling. Section 503 (d). j3. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 ' ' 5 7/. 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. 15. 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 height-to-width ratio is3 1/2 to 1 for plywood. Table 25-I. 7A. Doors may open into the garage only if the I floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). /7. 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). 78. 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). - 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:___________________________ - 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 (when required by the soil report). 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 accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. Chapter 23. 4. Show height of retained earth on all foundation walls. Chapter 23. 7. 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. 6. Note on plans that wood shall be 6" minimum I above finish grade. Section 2907 (a). il7. Note on plans that surface water will drain / away from building and show drainage pattern and key elevations. Section 2905 (f). 3. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported/C 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. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 10. Show foundation bolt size and spacing. Section 2907 M. Specify size, I.C.B.O. number and manufacturer I of power driven pins. Show edge and end distances and spacing. Section 302 (d). (& j () Pi-O v' ij o e 2/13/90 - - - 6 92. If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). 9. 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). 94. Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). 9. Show minimum 18" clearance from grade to bottom I of floor joists and minimum 12" clearance to bottomof girders. Section 2516 (c) 2. 917• Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9. Show minimum underfloor access of 18" x 24". Section 2516(c). 9. 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. FRG 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. ld'l. 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. 162. 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. ]jD3. Show blocking at ends and at supprts of floor joists, rafters and trusses at exterior wails. Section 2517 (d) 3, 2517 (h) 6. 1b4. 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. 15. 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. 106. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. ibi. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 101 8. Show nailing will be in compliance with Table 25-Q. 109. Show or note fire stops at the following 11 locations per Section 2516 (f): . 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; ç. 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, I chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. l)k. 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. 111. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. 1)j2. Studs suopertin.g two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 14.3. 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 2505. 2/12/90 7 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (n).j 2 iJ 2-. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear I walls, floor and 'roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specifytruss identification numbers on the plans. Show 1/2" minimum clearance between' top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 119 Provide roof framing plan and floor framing plan. Section 302 (d). 74. Provide framing sections through Section 302 (d). 121 Specify all header sizes for opening over 4' wide. Section. 2517 (g) 5. 122 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 123. Provide calculations for lateral loads, shear panels, shear transfer and related. Section / 302 (b). ].14. 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. Footnote 1. 125 Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See coa-ts below or at end.) 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. 17. 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. l8. Show location of attic access with minimum size 22" x 30". Section 3205. 19. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 140. Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. 1l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). l2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. 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 glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 145. 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 conzzructin, provize strap ties / across the beams at the ridge support. Section 2501 (b). ME(ANICAL (UNIFOW. MANICAL (X)DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. ) h4" i/J6 flA-ci ,jer /T SuPP-i, 5/mw t4LF I-1-Ai ,4J(, t°U-iJ . fi y ,4tL m;;A91;2€ t2-&J flLftJ. 2/12 /90 8 Show the size, location and type of all heating / and cooling appliances or systems. 'l39) Show source of combustion air to furnace, per "----" Chapter 6, U)IC. i!O. 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. 11/1. Show minimum 30' deep unobstrUcted working space in front of furnace. Section 505, 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 IJMC. 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. 44. Show access to the attic containing equipmen '-' 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 IJMC. Where equipment is installed in the attic, thebj -' distance from the attic access to such?.- equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 IJMC. ,3147 ii Show permanent electrical outlet and lighting fixture controlled by a switch for the atticj' furnace. Section 708 IJMC. 1f8. Show details to comply, with Section 709 for I furnace under the floor, or Section .710 for roof or outside furnace. 119. Note on plan: Gas 'vents and non-combustible / piping, in walls, passing through three floors or less shall be effectively draft stooped at each floor or ceiling. USC, Section 1706 (a) 6. '150. Provide dryer vent to outside. UMC, Section 1903. All wiring shall comply with the National Electrical Code. 151 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. T. Show location of all electrical receptacles. 1$3. Electrical receptacle locations and/or spacing / is not adequate in_____________________________ 154. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 115. Note 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. j56. Note electrical system ground to be provided per NEC, Art. 250-81. 157 Show water heater size, type and location on plans. UPC, Section 1301. '' ~ 158 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. 1 9. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. .UPC, Section 1309. 10. Provide adequate barrier to protect water I heater from vehicle damage. An 18" platform for the water heater 'does not satisfy this requirement. UPC, Section 1310. 16 Show T and P valve on water heater and show 'route of discharge line to exterior. UPC, Section 1007 (e). 1/19/90 ' . ' ' ' 9 162 Show that water heater is'adequatelybraced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). 13. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 114. Provide clothes washer hook-up for each unit. Title 24, Part 3. WISE INSULATION '(IxJPL.c) 15. 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 lass'(IIC) rating on floor/ceiling of 50 decibels. Title 24. 4 6. 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. 167. 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 24. ENERGY CONSERVATION 14. Provide plans, calculations and worksheets to ( show compliance with current energy standards. 169. The regulations require a properly completed f 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-lR.b Specify on the 'building plans all 'of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". T. 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. 1/3. 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. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 1f5. Energy conservation design should be for Zone 7. Floor drains _must have auto-prime (city Policy)./ &1) 1707 Note exhaust fans cannot be ductless type (city policy).,i .PGi- 178 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 b Ordinance No. 8093). 179Note "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 fading 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). 181 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the 'masonry wall(s). 182 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 183 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 reired. Esgil Corporation will advise the City to place their soils notice stamp on the plans. 4. 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). rH& 4 LM1 A&IS ii-L. A' -7 PE4(FI & PLA-JS. 2/26/90 " : .:' ' ' ' 10 ]j s. All structures require a Class.B roof covering, I except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. /86. City Ordinance 9792 requires two parking / spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 187' 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 not block the passage of spheres having a diameter of less than 3/8-inch. MISCELLANJS Please see additional corrections, or remarks, on the following page. 189 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. (190' 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 Dlàn' check for your project. If you have any. questions reg sing 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, 2075 Las Palmas Dr., telephone 619/438-1161. Enclosures: 3. 4 77R- iy o- , (ACLJLi ?7&&J , (OSfi PjiiiUC &J R1ôfJIL. TO - 7. 4ts, o. IF r Ir, 51 /,\JkJcE cu/?S l,.J FLo-6-2-s 'JD /-FLAJ IT " ,cJ,Jre-D ic)i. ? f2LiiJ o ILS gepog-r. F—tiZ azii 6-i), Thank you. 2/14/90 11 Date: Jurisdiction CARL,-,BAD Prepared by: o Bld g. Dept. VALUATION AND PLAN CHECK FEE ja Esgil PLAN CHECK BUILDING ADDRESS 22LA -0 71t 4/ & APPLICANT/CONTACT tJtJi-tL'i PHONE No. BUILDING OCCUPANCY DESIGNER PHONE___________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE z"i hYAj 230S 61, A-P-A 611 • ,7OZ) _______ ______•1 ____ _______ • _r _________ Air_Conditioninz 'Commercial- Residential S • T @_1. Res. or Comm. -Fire Sprinklers _• Total Value I_7M Buildi66 Permit Ve. $ 0 Plan Check Fee $ • COMMENTS: 0 • SHEET OF_____ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 1-9'- ' ITEM COMPLETE PLANCHECK NO. 9O-63c ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 S N R XITEM SELECTED T D D 5F0 C C C PROJECT ID: /108,50 ,QEs11046 H H H E E E LEGALREQUIREMENTS C C C K K K SitePlan El El El 1. 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. UE] 0 2. Show on site p1an: inish floor elevatiqpad elevations, eva ions_o_ —finish _grade __adjacenttobuilding existin / o o ra ica i existjj _and_proposed slopes -driveway with percent 0 grade and ?ãjage pat t U 3. Provide legal description and Assessors Parcel Number. Discretionary _Approval Compliance - No-Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No. X 6. Project does not comply with the following Engineering Conditions of Approval for Project No. tip? _- Conditions complied with by: Date: FieldReview - Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan- were found: Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. - D. Grading is required to access site, create pad or provide for ultimate street improvement. FRMOO10.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements No dedication required. 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: Improvement Requirements No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repairedto 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: FRM001O. 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). No grading required as determined by the information provided on the site plan. 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 Gradino Permit must be issued and oradina Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following:DRsJEt4*y ApPeb&tva 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. Industrial Waste Permit is not required. FRM001O . DH 08/29/89 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 Park-in-Lieu Fee Quadrant: Fee per Unit: Total. Fee: X 23. Traffic Impact Fee Fee Per Unit: 7O° Total Fee: X 24. Bridge and Thoroughfare Fee Fee per Unit: 155O Total Fee: 5-30 _____ Public Facilities Fee required. X 26. Facilities Management Fee Zone: Fee:'3/O Al 27. Sewer Fees Permit No. EDU's 1Cj47 Fee: -WA-28. Sèwêr Lateral required: Lt'J Fee: REMARKS: 6,HiLc4Sio& 62°,vr 7 %1k2. (bAJ F(L) ENGINEERING AUTHORIZATI N TO ISSUE PERMIT BY: %72(,1). Date:_____ FRMOO1O.DH 08/29/89 PLANNING CHECKLIST Plan Check No. - -S Address 4a Q5k Z4 APN: 2J6-/o-rX Planner Phone 438-1161 (Name) Type of Project and Use 6F 12ez Zone - Facilities Management Zone Legend :' •) Item Complete t) Item Incomplete Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified i.u. Environmental Review Required: YES _____ NO __ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: APPROVAL/RESO. NO. — PROJECT NO.- OTHER RELATED CASES: YES NO - TYPE DATE: Compliance with conditions of approval? If not, state conditions which require action. Z~L Conditions /4; c6v. Ofl Coastal: YES NO DATE OF APPROVAL: -'Compliance with conditions of approval?' If not, state conditions which \equireaction-\ • . I - Conditlàfls of Approval C -. F1 M Landscape Plan Required: YES _____ NO See attached submittal requirements. for landcape plans Site Plan: Cl F1 o 1. 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. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, .existing and proposed slopes and driveway. 711 7 3. Provide legal description of property. 4. Provide assessor's parcel number. Zoning: 1. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown - Guest Spaces Required Shown - Additional comments and remarks have been made on the building plans. These marked-up plans say 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? Additional Comments gtja 4 YES NO OK TO ISSUE DATE 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 DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street - San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) V San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas CA Qfl7Li (7_sini ---, . Z> APN: C o RESIDENTIAL: SQ. FT. of living area7p.3'I ___________ Number of dwelling units sL SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ I ,TRIAL: SQ. . AREA Y!4"' Prepared By 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: $ 76/ '"based on sq. ft.@ .P66 Comm/Indust Fee Levi d: $_____________ based on sq. ft.@ -. - S c h l_.fli Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. 0 Project Applicant: Project Address: CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. 4—,t~35 ____ 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 DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, 'CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: '4Z> U APN: Project Address: C o.c 2 V1* RESIDENTIAL: SQ. FT., of living area7ô3'1 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! I AREA 7~~ Prepared By - —4'" Date -------------------- 7 --------------------------------------------------------------------- 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: ?based on c243 j" sq. __________ Comm/Indust Fee Levied: $____________ based on sq. ft.@ School District Official Title Dat AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. February 25, 1992 LE 3 261992 To/Waldemar Brehm CITY OCARLAD 2424 La Costa Ave . ENG1:j CouIrr Carlsbad Ca92009... This is in ans of your letter of Feb 15, as to the drainage problem, I do not feel that I Have one as when it rains and when you use your sprinklers water flows to my side and without my attepts to solve ,this the bottom of my lot would be in a mud heep as it was before• I built. It is a great shame that you continue to try not to be a good neighbor, and are trying to again cost me money trying to interfere with the sale of my house, don't you think you have caused us enough grief in the last four years. If you :still want to do something at the top side (remember) you drain towards us, first the trees which are on our property and the wood fence a small retaining wall could be built. And I have asked you to remedy the fact that all the trees and bushes in the 20ft set back are now over 3ft high and block the. vision from our driveway when we try to see up La Costa Ave as you know this is a bad street and an bad accident is waiting to happen and I would hate for this to be the cause of this. Your next door (neighbor) Denis N Hobson. cc: C . Tr igas. cc: Carlsbad City... 2-2o 14 ('037bl iVi Citv'of Carlsbad February 22, 1990 Carroll J. Smith Marieta Gillerman-Smith 271 Murray Drive El Cajon, CA 92024 SUBJECT: 2420 La Costa Avenue, APN: 216-160-06 It has come to our attention that the construction site at the above referenced address is abandoned. There does not exist any active plan check or permit with the City of Carlsbad Building Department. Please see the attached -letter dated December 8, 1988, that notified the contractor of the impending expiration of the active permit. This office has received a complaint regarding the property and the current condition of the open abandoned structures. Compliance can be made by obtaining an active plan check and permit and continuing with the construction; or remove all existing structures and debris from the building site. Thirty (30) days is a reasonable length of time in which to submit plans for the structures and pursue the permit process. Please contact me at 438-1161 to informally discuss this matter. IclCHAEL A. HARRINGTON Code Enforcement Officer - MAH:pf c: Dennis Hobson - Fire Prevention Department, Jim Harris Principal Building Inspector —Carter Darnell . Building Permit File, Building Permit Department Enclosure 2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161 Carlsbad December 8, 1988 Dennis Hobson 7638 Calle Madero Carlsbad, Ca 92009 2420 La Costa Ave, BUILDING PERMIT 87-485, SINGLE FAMILY DWELLING This building permit was issued on October 13, 1987. Revised plans were submitted on January 21, 1988. A correction list was sent to you on February 2, 1988, which said in part: "Entire plan to be revised to clearly reflect changes. As shown, plans are too incomplete to check. A complete plan check will be done when plans are revised to show what is actually being constructed." There was no response from you to the above correction, and the plan check invoice at that time was $164 which is still due. No request was made for an extension of the permit and the permit expired on April 12,1988. Our files show that a staff. member sent you an extension of PLAN CHECK thinking that the Miscellaneous Receipt you filed with us was for a lan check instead of a change of plans to an existing permit. e hon red that because it was our error, and that change of plans appFcatlon expired on September 10,1988. CAR R DARNELL,ANCH 2075 Las Palmas Drive-Carlsbad, California 92009-4859.(619) 438-1161 / Dr. Waldemar Brehm 2424 Lacosta Avenue Carlsbad, CA 92008 February 15, 1992 RECEIVED Mr. Dennis Hobson FEB 4 6 1992 2420 La Costa Ave. Carlsbad, CA 92009 CITY OF CARLSSAD ENGINEERING COUNTER Dear Mr. Hobson: This letter is to bring your attention again to the drainage problem you have on the upper east side of your property. We first spoke to you regarding this more than a year ago and our gardener more recently. With each storm more of our property is washing away due to the run off from your lot. We notice yourhouse is listed for sale. We wish you success, but this drainage problem should be remedied before any sale is completed. We would. appreciate your immediate attention to this matter. A copy of this letter will be sent to your realtor. Yours truly, Dr. Waldemar Brehm cc: C. Trigas Rancho La Costa Real Estate