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Home My WebLink About2844 ESTURION PL; ; CB911061; Permit. .••' .• • r . .,• cI_/c_.__ B U I L D I N G P E R M I T Permit No CB911061 • . 08/27/91 14 r A. Poject No A9101307 Pages 1 of 1 Development No Job Address 2844 ESTURION PL Str Fl St Permit:Tyoe:.SiNGLE FAMILY DWLNG-DETACHED' 416208127/91000101 02 ' I Parcel No 215-380-27-00 CPRMT 1080 00 Valuation 196,478.: - Construction Type VN Occupancy Group d R3 ClassCoe Status:'ISSUED Description FIRE DAMAGE 2964 SF + 517 GAR Applied 07/22/91 Apr/Issue 08'27/91 - Validated By CD Appl/Ownr WADLEY, HERMAN 619 942-9148 2844ESTURION PLACE . . . • •.• , CARLSBAD,:CA 92.00 • -. :; ••• Fees Re uired COI e,cted.,& ----- 71, 25 LS • - • • Fees: 1 ,7A.-00 • . -. . • • g::: ;.:. lX8\OO o . • •: ------------!__i_ - 1,08.0.00 Fee cription, Units' 6 -e— Building Permi€ •• I 9.79.0b Strong-'Motion Plan Check 36 60' Fee Q 6 00 Enter 'Y' to /4 N Enter 'Y'- for Plumbiig IssueFee1 7'>\U 7 50 Y Each. Piumbing'Fixture br. Trap > •l4-_J. • 18/, - 2.50/ •,.4.5:00 Each-Building -Sewer, •\ U(OOOO6',O 1 6 50 • 6 50 * PLUMBING TOTAL \ - / 59 00 Enter "Y' for Electric Isue >: -. ç \i • • •. •5.00 Singlè Phase.PerAMP N (J( //rI - .25 ••. 50.00 Enter 'Y e' for Temporary Seri ,e ,>J 10 00 Y *,ELECTRICAL MininIum. -. - -. . • - '• • 65:00 * Enter 'Y' for Mecharücal Issue Fee> 15.00 Y Install Furn/Duc-s.. . . • > .. -,1 : •9.00 • , 9-.00 *-MECHANICAL TOTAL- 24.00 -' ••t tw• S 41 c (\' •f p 4 r — r - rFIN1 APPROVAL CLEA .,50 9v I I I •INN" E 1 CITY OF CARLSBAD 2075 Las Pa1n6asDr., Carlsbad CA 92009(619) 4384161 - • - • -• .•• - •..• •' •-• . . PERMIT APPUCAON PLAN CHECK NO. /0 ( City of Carlsbad Building Department ,. •. 2075 Las Palmas Dr.; Carlsbad, CA 92009 (619) 438-1161 ESTVAL PLAN CK DEPOSIT_______________ VALID. BY /7- DATE_____________ 1. PhRMl I IYPL . 79 I 1 01 02 A -U Commercial UNew Building U Tenant Improvement .. . . , -C-PRMT 703.00 - B 0 Industrial 0 New Building 0 Tenant Improvement S C -,Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration . . - - ODuplex ODemolition ORelocation OMobile Home DElectrical DPlumbing e,OJ w - OMechanical- DPool 0 Spa [3 Retaining Wall D Solar -'D Other _________ 2. PROJECT INFORMATION - FOR OFFICE USE ONLY ' Address - Building or Suite No. Nearest Cross Street V 54 60 LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. -r , CHECK BELOW IF S1JBM11_1 hi);f ,I Energy Calcs Al Structural Calcs 02 Soils Report 0 1 Addressed Envelope ASSESSOR'S PARCEL -flo EXISTING US .5 ' PROPOSED USE DESCRIPTIOIINI WORK SQ. FT. 1 OF ST~YIS .i. U)NIALI PERSON (ii ditlerent Erom applicant) NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 4. APPLICANT U CONTR(JIUR D AGENT FOR CON IHACIOR DOWNER AGENT FOR OWNER . NAME 0. S. GP-oc.1, ADDRESS39Gi-,,.-.,o oc- ia ,-i'. 57e - CITY . ,Z7. STATE C.4. ZIP CODE DAY TELEPHONE NAE7 UVVNM 1-,A)-J, ADDRESS 2-89 / 7./ft-IO—/ 3• ., - cI1Y&..S 4 STATE ZIP CODE 9-0 7 DAY TELEPHONE b. LUNTRAUJUR NAME - ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # LICENSE CLASS CITY BUSINESS UC. # DESiGNER NAME D ADDRESS - CITY ' STATE . ZIP CODE DAY TELEPHONE STATE UC. # WORKERS CDMPENSA1TON - - - - Workers' Compensation Declaration: I hereby attirm that I have a certiticateol consent to sell-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 POLICY NO. EXPIRATION DATE•' Certiticate 01 Exemption: 1 certily that in the performance of the work [or 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 OWNER-BUILDER DECLARATION . -. Owner-Builder Declaration: I hereby atlirm that I am exempt from the Contractor's License Law for the tollowing reason: 0 I, as owner of the property or my employees with wags 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 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). 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 [$500]). . SIGNATURE . ' DATE . COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: . Is the applicant or future building occupant required to submit a business plan, acutely hazadous 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 tile 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 MEEIING THE REQUIREMENTS OF TILE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. WNSThUCIION LENDING AGENCY - - - I hereby altirm that there is a construction lending agency tor the pertormance ol the work for which this permit is issued (Sec 3097(i) Civil Code).. LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION - . . . S - . .• I certify that I have read the application and state that the above inlormation is correct. I agree to comply with all City ordinances and Slate 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 INDEMNIFYAND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL I1ABIIII1ES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID crry IN CONSEQUENCE OF ThE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 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) Uniform Building Code). - APPLICANTS SI - TURE DATE: Wffl'1. Fil YELLOW: Ap1icant PINK: Finance - 5- CITY OF CARLSBAD, INSPECTION REQUEST PERMIT# CB911061 FOR 06/25/92 INSPECTOR AREA PY DESCRIPTION: FIRE DAMAGE 2964 SF + 517 GAR PLANCK# CB911061 OCCGRPR3 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2844 ESTURION PL STR: FL: STE: APPLICANT: WADLEY, HERMAN PHONE: 619 942-9148 CONTRACTOR: OWNER: REMARKS: MH/ SPECIAL INSTRUCT: JUST GOT BACK FROM WILL BE HOME ALL D. TOTAL TIME CD LVL DESCRIPTION A T.0 MM S 19 ST Final Structural• 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical HISTORY ***** INSPECTION ***** DATE DESCRIPTION ACT INSP COMMENTS 011492 Final Combo CO PY SEE INSP NOTES 112591 Interior Lath/Drywall AP PY 112591 Exterior Lath/Drywall AP PY SEE INSP NOTES 111891 Insulation AP PY 111391 Frame/Steel/Bolting/Welding AP PY SEE NOTES 102891 Frame/Steel/Bolting/Welding NR PY 102891 Rough/Topout AP PY 102891 Rough/Ducts/Dampers AP PY 102391 Rough Electric AP PY 101691 Rough Electric NR PY 101091 Roof/Reroof AP PY 083091 Const. Service/Agricultural AP NP t Professional Service IndustrieS, Inc. American Engineering Division 7940 Arjons Dr., Ste. A San Diego, CA 92.126 (619) 695-3730 FAX: (619) 695-6712 INSPECTION REPORT Project it / f f ' Page 1 of Project Name (per plans) 3/1 r)/ f?S r)I Building Permit No. Project Address (legal) 214 F'TL I 1?hJt') PL'C / ("4 FELS I? !)Plan File No. Architect ,Cpm es 1ftI ,; 5 E9/6C5 Govt. Contract No. Engineer . . OSA or OSHPD it Contractor l (~ikJ YtZ\J( 77t'J Other -. INSPECTION OSHPD OSA Specialty . CODE P11 P11 P49 MAT'L SAMPLING Concrete Cylinders ............ Cement Mortar Samples OTY . ______ MATERIAL DESCRIPTION Rift.: Reber _________________________ Rint.: W.W.F. . - Riot.: Tendons __________________________ INSPECTION CHECKLIST & Specs / / 0 .....L'Clearancesr_4 15() -. Positions_______________________________ - Mechanical PlO - Grout Samples .......L. Conc.: Mix fl/psi Sizes Electrical P09 . Masonry Prisms _______ Conc.: Mix fl/psi Laps Roofing P17 Masonry Block _______ Conc.: Mix fl/psi - Future Continuity fl/psi Concrete. P12 Fireproofing Grout: Mix ft/psi Consolidation Masonry P13 Units (block or brick) Mortar: Tipe/psi - - Mortar Belching Struct Steel P15 Asphalt Concrete ________ ........L Units: Block . - Electrode Storage Prestress Conc_P1'4 ..__Roofing . -............... Units: Brick Torque Applied - Pile Driving P16 Reint. Steel _______ Steel . H.S. Bolts Fireproofing P47 Steel _______ Waterproofing P48 H.S. Bolts _______ Metal Decking - Electrodes Non-Destructive P31 - Tendon (PT Strands) Soils Technician Batch Plant P22 P18 Other Other ____________ _______ Fireproofing .........Mher f' H1L..11 rTsi Corrective action required Pull.Out (I) Other _________ _____ 4 -t(LttJ7 Corrections completed DATE: .INSPECTION iu25 1 Fo,iY i -?ô,r .F'uu -Our O rVP )Jc-1-'&? FTOLT5 ar.s/.'' 04 WPLL ACJI'Jf' P/ifl/) 1/7 ,'lJ 71/l6 /ITO ,'?7 O YUT &t1 - •ii / l4 -(ki7 Tv17. PA ' o/..rc /1)/U I i/) Ois.J Nom 5/I1 ;iLJ; ,'tJV/b 'cjr - / U5IO TtJtS I i"c f7i /iiøi4 VUV?(\ i1'5 CJ&L( I.'S wi 77NtJE 1)rry.) t/ /1,V) -.' I I\.. / t CERTIFICATION OF COMPLIANCE: All of the reported work,-unless otherwise noted, comp(ies wi approeupIans, speciflcationsn,d:apptabIe sectionsof the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or projedt control. ) INSPECTOR NAME M .D. JA INSPECTOR COMPAN)I.D. NO. /iJ / (Print Clearly) INSPECTOR SIGNATURE 14 JD. / .. CERT. ft •, DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . . .. . t miiz m:, 7 Professional Service Industries, Inc. EXE Arr1erican Engineering Division 7940 Arjons Dr., Ste. A San Diego, CA 92126 (619169.5-3730 FAX: [61%695-6712 INSPECTION REPORT Project ft - io2c:-' Page 1 of Project Name (per plans) ,/ Lçj 1)FtJCE Building Permit No. 24 N Project Address (legal) 4 ETuJ 1fl1\1 (.113t1 an File No. Architect T) . . ('IZôuP T)ct,.,j ?C' Fr, 7ñ '(l5 Govt. Contract No. 2 Engineer ' l t t l / OSA or OSHPD ft Contractor -. F hflV. rJ<1TI 1t7ION Other INSPECTION CODE MAT'L SAMPLING . CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 Concrete Cylinders _______ Rint.: Rebar ___________________________ Plan & Specs OSA P11 Specialty P49 '—Cement _______ - Mortar Samples - Flint- W.W.F. - Rint.: Tendons _________________________ _..#6arances 4 1.5(1 .4t / '/ç " --L-/Positions Mechanical P10 Grout Samples Conc.: Mix a/psi - Sizes Electrical P09 — ling P17 - Concrete P12 Masonry Pdsms ________ Masonry Block _______ - Fireproofing - Conc.: Mix fl/psi Conc.: Mix fl/psi - Grout Mix fl/psi Laps - Future Continuity fl/psi - Consolidation Masonry P13 Units (block or brick) Mortar: Type/psi Mortar Batching Struct Steel P15 Prestress Conc P14 Asphalt Concrete _______ Roofing - Unit: Block __________________________ .r..."'. - Unit: Brick Electrode Storage Torque Applied Pile Driving P16 Reint. Steel _______ - Steel H.S. 11 Bolts Fireproofing P47 Waterproofing P48 Steel _______ - H.S. Bolts _______ Metal Decking - Electrodes Non-Destructive P31 - Tendon (PT Strands) Soils Technician P22 Other Fireproofing - Corrective action required Corrections completed Batch Plant P18 Pull-Out Other - Other ___________ ______ ........Other 1J I LT I S 'cr1? / !)HFci yE 0 . - 11 INSPECTION DATE: II'- l MDiY . ci,y P'fj-(l)J7t oF lILT I17 T'/P 4rJc1-/c2' ROLlS r.I 5/c' c' tdY1LL FEu/EF\) TY)t? PVh'?It Mi T-iij I \oLr Th5T (1-E 6r7 7V5'r 44fiJj)S 77 PE (1'7r1)1Y'4tJyt'1 OF 415() Pikt 1jjØi PU)K), CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME T'M s'ç ID PA y lç t INSPECTOR COMPANY I.D. NO. 163 3 (Print Clearly) INSPECTOR SIGNATURE 9IJ4 1') Tt4.J/.4' CERT. U ____________________ DATE // 7 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after\ 3:30 p.m. on weekdays. / ". II 14 - .• •-•• t -. - •.. - , ,. - . • A - ZED Structural Engineering Corisultaxs,, : r • 7275 Rock Canyon Drive "; /' ,• San Diego, CA 92126 "4I • -'- (619)549-6996 . ,'. OCTOBER 15TH 1991- D.O.S. -GROUP ARCHITECTS 15950 BERNARDO CENTER DRSUITi- . . . . SAN DIEGO, CA 92127 ATTN : MR.RICHARD KIDWELL AIA4 ;, • PROJECT •: BURNY RESIDENCE #91oY4'y; . • - . - - '- :' '-•'-• .• .-.-. "-SUBJECT : INSPECTION AND'TESTING REQUIREMENTS OF DRILLED ANCHORS. . , '•- • • . ' • , DEAR DICK, - '.:t\ .. ,, IN ACCORDANCE WITH OUR LAST SITE VISITTOHEt\ABOVE REFERENCED PROJECT AND BASED UPON THE CQNTRACTOR'SEQUEST, WE HAVE CONTACTED MR PATRICK. KELLEY OF THE CITY OF CARLSBAD INSPECTION DEPARTMENT., 7, ACCORDING TO MR KELLEY,THE. C1TYL101'- CARLSBAD.H.AS NO SPECIAL -. REQUIREMENTS ON THE ABOVE REFERENCED SUBJECT. • '• IN LIGHT OF THE ABOVE WE' FEEL THAT THE SPECIAL INSPECTION -OF THE DRILLED ANCHORS IS NOT NECESSARILY REUIRED.WE STILL FEEL,HOWEVER,THAT THE ANCHORS SHOULD BE TESTED AS OUTLINED 'IN • THE CONTRACT DOCUMENTS. • • -• '- • • - ' -. SHOULD YOU HAVE ANY QUESTIONS PLEASE CALL YOURS SINCERELY, • • , ':' • : ,':': ",• kilo 405\" ' AHPDOUDAR, .E.#3370 ' . o.S 3370' • ' •'.- PRESIDENT * . \, Exp._az(,9-2,a I - I ESGIL CORPORATION ,' - 9320 CHESAPEAKE DR, SUITE 208 - SAN DIEGO, CA 92123 • (619) 5601468 •' • DATE ICANT JURISDICTION: JPLAN. CHEC~ER - - flFILE COPY PLAN CHECK NO: '1/- // •SET: fl .UPS. DDESIGNER PROJECT ADDRESS: ,44 t-'-- to C •-'- • PROJECT NAME fl/4ç Tt E The planstransmitted herewith'have been .corrected where necessary? and substantially corrply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply iwith the jurisdiction's building codes when minor deficien- cies identified .- :- - ,-•'r are resolved Lnd checked by building department staff. The plan transmitted herewith have sigiüficant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - Lj The chck list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corréctéd plans are submitted for recheck fl The applicant's copy of the check list is. enàlosed for the LJ jurisdiction to return to the applicant.contact -person. The applicants copy of the ch klistThas been- sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been'cornpleted. Person contacted: OTC 4?r Date contacted: • • Telephone _ REMARKS: 5IOl .-tO2._61-7n, _-zkarll 6 c- srn ccI r,- - t• -. -. - - r'- e- '__. rw - - .•-• • - - -I Y -'-c I.A, Enclosures 12 EIIORPORATION GA Li AA LII RN J DM I I • - • -I- - -- - 4 H . . ' ESGIL CORPORATION •, - 9320 CHESAPEAKE DR., 'SUITE 208. SAN DIEGO, CA 92123 (619)560.14-68 - •c ,.•,, - DATE: fD R IS D LC.TLON JURISDICTION:-. CARLSBAD '(•. '....TflPLAN CHECKER - :flFILE copy PLAN CHECK,.NO: .qI-.IO,J SET: L .. 41 `1 % Fl UPs ODE SIGNER PROJECT ADDRESS E- Pt PROJECT NAME: FD/L fl•The_.plans transmitted herewith have been corecté-whre necessary and substantially comply with thejurisdiction's building codes fl The plans transmitted--herewi-h-wi-11,'substantia-1l'y, comply.. with the jurisdiction's -building codes when minor deficien-. cies identified • • are resolved and checked by building department staff . The plans transmitted herewith ha* significant deficiencies identified. on the enclosed check'list and should be corrected and resubmitted for a complete recheck. . .. .. - . •. ' •.'•- - -_I•'_ The check list' transmitted herewith. is for your informtion. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck E] The applicant's copy of the check list is enclosed forthe, jurisdiction to return to the applicant contact person - The applicant's copy of the check' list has .beeiYsent to: -' H- rj •Q qo c / Esgil staff did not advise the applicant contact person that, plan check has been completed. D Esgil staff did advise applicant that the" he plan dhkhs been completed. Person contacted: H H -• Date contacted: Telephone #__ ••;: 0 REMARKS 1 2;(c: Enclosures:. ;•._. , •• - ESGIORPORATION - : -. • . - . - 0GA •DAA LIRN C] 6M -, - - - - t'- ', '4 5 • - ' A PLAN ( NO: Plan check is limited •to technical requirements * contained in the Uniform. Building Code, Uniform JURISDICTION: CITY OF CARLSBAD'. . ' Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy - conservation, n0 0. ac . The plan c eck is base n. - . TO: 0 E (-n,, i t,. ' . regulations enforced . by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department Engin ering Department or other departments. -. . . Present - California law mandates that residential ENCLOSURES:Cc,(Dr) . construction comply with Title 24 and the following model codes: P11 L2 qi-J(2 6Pi'rDi'ra . C' 1988 UBC (eff. 1/1/90) 1988UPC(eff. 1/1/90) 1990 NEC (eff. 7/1/91) PROJECT ADDRESS __e)r 1988 UMC (eff 1/1/90) The above regulations apply to residential '-• • . • . . 123JQ_ construction, regardless . of the code editions __}1/)?t' . FLOOR AREA: '. adopted byordinance.' STORIES: ..-.. ....''.. Thei circled items listed need clarification, modification or change. All items have to be HEI-: satisfied before the plans will be in conformance with the cited- codes and regulations. Per Sec. REMARKS: -. __ •' 303(c), 1988 Uniform Building Code,.the approval of - . • - the. plans does not permit, theviolation of any state, county or city law. Tospeedup the recheck process, note'on this lis (or a copy) _where each correction item has been - - PLAN RRECflONswicr • - addressed i.e., plan-sheet, specification, etc. Be - - CITY OFCARLSBAD • suretoenclosethemarkeduplistwhenyousubmit SflKLE FAMILY AND DUPLEX DWELLINGS the revised plan. - Date. plans received by jurisdiction: • S S •, S ' .,.. I / -. - -S •' Date plans received by Esgil Corporation: . . . - - . • - 7t?j9J Date initial plan check completed: S . . S 9/ By: "Se _ ., . • .. . . . . oF cr ' •- . • - - ' - Applicant contact person: • • • S -. - -' .S -• Telephone NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS . PAGES RAVING NO ITEMS NEFDING (X)RRECTIONS WERE DFII)• • -' List No. 12, Carlsbad single Family Dwelling andDuplex With All Supplements. (1988 UBC) • • S • -: • .- - -: .. •- PLANS l Show on the title sheet all structures, pools, 1- walls; etc. included under this application: 1 i ) Please nake all corrections on the original Any portion of the project shown on the site "..1 tracings and submit two new sets of prints, and plan, that is not included with the building any original plan sets that may have been permit application filed should 'be.-clearly - returned to you by the jurisdiction, to: identified as "not included." Or Esgil Corporation, 9320 Chesapeake Drive, ],( ':- Clearly show if the lower level is a basement Suite#208, San Diego, California 92123, I or a story, based on the definitions in (619) 560-1468. Sections 603 and 420. Plot the finish grade (as defined) on the elevations and dimension 2. Please make all corrections on the original -.. the distance to the floor above, for story tracings and submit two new sets of prints, determination - and any original plan sets that may have been j *? - returned to you, by the jurisdiction, to: -' . -. On the coversheet .of the plans, specify any f items requiring special inspection, in a The jurisdiction's building department format similar to that shown below or sticky / Indicate on the Title. Sheet of the plans, the 'P—... back. -.- name of the 'legal owner 'and name of person . REQUIRED SPECIAL INSPECTIONS responsible for the preparation of the plans. . 'In addition to the regular' 'inspections, the. Section 302(a)7. ,,- . - following 'checked items' will also require /. All sheets of plans must be signed by the '" Special Inspection in accordance with Sec 306 of the Uniform Building Code. - ' person 'responsible for their preparation. ;" ' , ' . V.. •• ,- (California Business and Professions Code). ' . ITt REQ. IF RD-lARKS' c& —IO2 o cri '. CHECKED 50 7Plans, specifications and calculations shall be SOILS COMPLIANCE g"ed by the California state licensed PRIOR TO --- — engineer or architect responsible for their ( FOUNDATION INS? preparation, for plans deviating from V. ..• conventional wood frame construction Specify STRUCTURAL CONCRETE" expiration date of license (California OVER 2500 PSI Business and Professions Code). . V. , . . . . . . PRESTRESSED STEEL-1."i-111 . .. V. . i. Specify on the Title Sheet of the plans the -' gross floor area of each element of this '' . , FIELD WELDING V project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). . HIGH STRENGTH BOLTS 7. Provide a statement on the Title Sheet of the EXPANSION ANCHORS plans that this project shall comply with Title •• - . . ;' 24 and 1988 UBC, Ui-IC' and UPC and 1990 NEC. . . _. . SPECIAL MASONRY -. Submit fully dimensioned plot plan drawn to SPRAYED ON FIRE scale showing location, size, and use of all PROOFING p existing and proposed • structures on the lot. Identify property lines and show lot dimensions . PILES/CAISSONS and all easements. Show location of all cut or . - fill slopes Show finish floor elevations and DESIGNER-SPECIFIED show elevations of adjacent finish grade. Show drainage patterns s.ith minimum slopes OTHER 'Section 302(d). ()Indicate distance from property, lines to FIRE PROTTION proposed building. Section 302(d). V ,' 4• Exterior walls closer than 3 feet to property '. lines shall be-one-hour rated construction and have no openings. Table 5-A. '-V V V Vt . V -\ • ' - 7, V V Vct 4 r- I S - 'V $ '-• . . - - : ' ,V 7/9/91 2 'Vt I S Vt J OVV I - 'I •,,,, . 1* Vt * Vt r S., A J - S . - $ - •5 - . - A " -' S ' l,. Exterior walls closer than feet to'a property , 2. Openable window a.rea'in "habitable rooms must• / line shall have 30 inch parapet's when the floor: ' I 'be-l/20 ofthe floor area and a minimum of 5' ' area per floor exceeds 1,000 square feet. ', square feet. In bathrooms, laundry rooms and Section 1709. . similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). ],aS. Projections, including 'eaves, may , not extend. / more than 12 inches into-the 3 footsetback 7,4. At'least 1/2 of the common wall must be open ' from the property.line. Section 1710. / . and have an opening not less than 25 sq. ft. - - - '.nor one tenth' of the--floor area of. the 1. Eaves over required windows shall be not-less , interior rooms if light and ventilation is / than 30 inches from the side and rear property being supplied from an adjacent room Section lines Section 504.1205 (a) I . ' S I ' ' - -. .:. - •' Plastic skylights shall not be installed within ' 2,t. Required windows-;shall not open .into a roofed / that portion of a ',roof located within 'a . / porch-unless the ceiling height is at least 7 distance to property line where openings in • , feet, the longera s-ide is at least 65% open, exterior walls are prohibited or required to be . - and the porch abuts a street,-yard or court. protected. Section 5207 (a) 7. . ,• . Section 1205 (a)'.. .1 S .1 1. Projections,: inc1uding eaves, shall be one- ' 26. Provide mecFinical ventilation capable of / hour fire-resistive construction, heavy timber . providing, five", air changes per hour in or of noncombustible material if' they project .' ' 'bathrooms,' water closet compartments, laundry into the, 3' setback area from the property, . - rooms and similar rooms if required openable line. Section 1710. S ' windows'arenotprovided. Section 1205 (c). 3)7. Show location' of' •permanently wired smoke . .2 . Show discharge point for exhaust air to be at / d$ector: . .- . . . . '- least' 5 feet from any mechanical ventilating 0. Centrally located in corridor or area ' ' intake. Sçtion 1205(c). ' giving access to.sleeping rooms.' '"''" p""c" S )I. . On each story. ' -. - - . . 28. Ductless fans cannot5be used in bathrooms if a In the basement. . tub or shower is present. Section 1205(c). .f. When sleeping rooms are upstairs, at the , ", •, upper level in close proximity to the ' . No habitable room, other than a kitchen, shall stair. / be less than 7'0" in any dimension Section '. In rooms, adjacent to hallways serving ' 1207 (c).. bedrooms, when such rooms have a ceiling - • '- ',' • -. . height 24 inches or. more above the ceiling t $. Show that ceiling height for-habitable rooms 'height in the hallway. ' . I- is aminimun of 7'61'. Section .1207 (a). NOTE: Detectors shallsound an alarm audible in . , . ' ' . .- - . jj sleeping areas of the unit. Section 1210' • t. Show ceiling height for , laundry rooms, 'I hallays, - corridors, . and bathrooms is a O. When the valuation ofa room addition or repair ,' minimum of ,7'O". Section 1207 (a). / exceeds $1,000,-.or when sleeping rooms are j ' .. ,, ,. . ' '• created, smoke detectors shall be provided at ,. Q. Dimension on the 'plans the 30" clear width.for existing bedrooms per item 19, above. Section , .. ,,' I water closet compartments and 24" clearance in . 1210. . ' . •- . - . ,' ' front'ofwater'closet'. Section 511 (a). GENERAL RESIDENTIAL 'REQUIREMENTS ' .- , Specify safety - glazing for glazing in J ' •' hazardous locations' such as glass doors, Habitable rooms, other than kitchens, shall '- , 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 120 square feet of floor area. Section 1207 (b). ----(34.) Glazing, iii the same wall plane as a door, 's......J must be safety glazing if within 12" of the Window area must be at least 1/10 of the floor '' ( •,, door and less than 60" above the walking I area and a minimum of 10 square feet per • • surface., unless the glazing is leaded or Section 1205 (a). Appears to be deficient in " ,f - faceted glass. Section 5406 (d) 6. 'I 35. Glzing-.in shower5-and tub enclosures' shall'be tempered,' laminated or approved plastic $ S $ . (including windows within 5 feet of tub or shower'floor). Section 5406 (d) 5. --'S • ' - '- $ " - $ \________ 5. 5 , S . 5. 5' . ' . • ' - - '3 • - - 5. - - $ 2/12/90 I a' - 5 I -V I , - ' 3/. / Sleeping iooms shall have a window or exterior door for emergency exit. Sill height shall not , 4j.. Provide- stairway and landing detail. Section-.', / '3306 (b), (cr y (p). exceed 44" above the floor. The window must • have an openable area of at least 5.7 square / Maximum rise is 7' and minimum run is feet with the minimum openable width 20" and f 11". When the stairs serves less than 10 the minimum openable height 24". Section 1204. - -, .- occupants, or serves an unoccupied roof, rise may be-. 8" maximum and run 9" 3/. Basements in dwelling units shall comly with minimum. . / the above (even if not designated as sleeping rooms)., Section 1204. - ,. 7. Minimum headroom is 6'-8". I . Walls and floors separating units in a duplex -.V Minimum widthis 36". shall be of one-hour fire-resistive construction. Section 1202(b). ' :' L1tS. All handrails per Section3306- (j), shall satisfy the following: . A-mezzanine is an intermediate floor and may'. .. . not have a floor area exceeding 33 1/3 percent if. Próvidehandrail-for stairways with 4 or of the total,floor area in the room below. The - - I' more risers.. • -mezzanine floor must have a clear height-of 7 feet, above and below, and must have the long ). Handrai-Lshall.be 34" to 38" above the side open. to the room below except- for posts , nosing 'oftreads. - and protective walls or railings not exceeding - - -. - • 42" in height. Section -1716. - - if. The handgrip portion of handrail shall be / , I not -less than 1 1/2", nor more than 2" in - The loft you show does not .comply as - a -- cross-sectional dimension. - - / mezzanine-floor -and ..is,- by Uniform Building - -/ .——•------ Code definition, a story. Section 1716. - - i/7. Every stairway landing shall have a dimension, - - I measured in the direction of travel, at least EXITS. STAIRWAYS, AND RAILINGS - - . equal to the stairway width. Such dimension p - - need not exceed 36 inches. Section 3306 (g), - - 4,&. ha - Floors above the second story shall have not I less than 2 - exits. Exceptions: 1. Occupied . 3304 (j). - roofs may. have one exit- if such occupied areas are less than 500 square feet and located no . . 4/. An interior Hdoor may open inward at the top higher than immediately above the second story. / step of a stairway provided the top step is 2. When the third floor within a unit does not ' - not more than- .7 - 1/2'-' lcwer- than the floor -exceed 500 sq. ft., only one exit need be -' - - level. Section 3304 (i). - - provided. Section.3303(a). Provide details, of winding stairway complying Required exit doorways shall be not less than 1 - with Section 3306 (d): - f 36" in width and not less than 6'8" in height, - - - • and shall be capable of opening at least 90 - - if. Minimum tread is 6 inchesat any point degrees. Section 330 (f)., - , I sand minimum 9 inches at a point 12 inches J . - • . ;'. from where the treads are narrowest. Ly3. Provide 36" high protective railing for . • •, 1 porches, balconies, and open sides of stair. - -_ ). Maximum rise is 8 inches. r , landings. Openings between railings shallbe , I - - less than 611. Section 1711.-- - - - '- €. . Minimum-width is 36 inches. - - . : .. I ': - . 1. ' - z4. Show how guardrail connection details are '-, ' - -:' -, •. .. f 'adequate to support 20 pounds per lineal foot at a right angle tothe top rail. Table 23-B. ' -', -. -. - - ' - • - - - • i'V- - = - - - a V . V * • a - V - • V - V -, •• - •- I• -' - , - -a;' . - -- - - - - V V I-' - . .•r,,4 -. -. - - - V - -. F •_ - .4 V4 - '" :' • • -. '4, V - - - -• ,- - •-. ' . • - . - r - • •.'• -, :'- - -- WI - - - V - ' - P • - - I - . - V •.-- ''I . - V " - - - _• - 5/10/90 . -- - V - ' a- • - - V. 4 -- a - - • -. - .-V;_-- - , 4 - a - •- -. -VV - - . V , • - ' - - - - I - - - - ' '' P -• - - V V-Va- - V. - . . - - -• - ' -, . - . 5.- - -- -- S 6. Provide spiral stairway details, per Section - f. Pro'ide skylight details to show compliance 3306,(f): . - I with Sections 3401 and .5207 or .-provide I.CB.0. approval number. ... ; Minimum run is 7 1/2 inches measured at a I .point 12 inches from where the treads are §., Plastic skylights must be separated from each the' narrowest.., . / other by at 'least 4 feet. Section 5207 (a) 6. Maximum rise is 9 '1/2 inches. Maximum fL. Show attic ventilation. Minimum vent-'area is' I clear opening between risers, is 6 inches. , f 1/150 of attic area or 1/300 of attic area if. j • . at least 50% of the required' vent is at least '/. Minimum headroom is 6 feet 8 inches - 3 feet above eave • vents or cornice vents. Ij • - -. . - ' . .Show required area and'area provided.. '. The tread must provide aclearwalking •' - Section 3205 (c). -' - f area measuring at least 26 inches from the - . , ... .' outer edge of the supporting column to the - . ' -' .. MASONRY inner edge of-the handrail. . - / - - Provide fireplace construction details or note t. Spiral stairways may,not be used for required - / construction to be per attached - 'fireplace I' exits when the area served is greater than 400 standard drawing. Chapter 37. sq. ft. Section 3306 (f). ' / / • . (/i. Show anchored veneer support and connections Provide I.C.B.0. Research Report and number for,.. ' I attached to wood in Seismic Zones 3 and 4, / metal stairway, or submit plans and ' - comply with Section 3006 (d)i and Section 2515 ' calculations and approved fabricator registered , - . (a). Show ties and #9 wire in horizontal' with the building department' or note' that the -• joints. .' ". - stairway fabrication plans shall, be submitted / to and approved by the building' official prior-. . E. Show 'height and construction details of all to installation. . -----.. . I masonry.walls. Chapter 24. !. 'Exterior 'stairways shall not project into the 3. ' J. Show floor' and roof. connections-to-masonry /'. foot setback from the property lines. - Section - f walls. Connection shall resist 200 pounds per 3306 (n). .. . - lineal foot or the '-actual design load, 1 ' '• - whichever is greater. Cross grain tension or 4. The walls and soffits of the enclosedusable ' bending in wood ledgers is not permitted. I space under interior stairs shall be protected 'Section 2310.- on the enclosed side as required for one-hour I " fire-resistive construction. Section 3306 (m). ' f. Show a minimum '2" air space -and flashing between planter.and'building walls. . Within units, show that corridors have a I Section.2516 (c) 7. -- •( minimum width of 36 inches. Section-3305 (b). . ' '- GARAGE AND CARPORTS ROOFENG '5 5 5 e / - GrGt~he age requires one-hour fire protection on 6. Specify roof slope. garage side of walls and ceiling common to the dwelling. ' Table 5-B, Section 503 (d). v?. Roof slope is not adequate for roof type. - / specified. Table 32-B,C,D and E. , 71. All elements supporting floor above-garage, / - . ' -• including walls supporting floor joists, must !p8. Specify roof material and application. chapter have one-hour fire-resistive protection on the 32. '' ' ' - garage side. Section 503 (b) Specify I.C.B.O. or U.L. 'approval number for .' ' 7j... Show 1 3/8"-solid core self-closing door, for roof materials not covered in U.B.C.,e.g., / - openings-between garage and dwelling. Section tile, etc' Section 107. 503 (d). . . . , .,,.• Specify minimum 1/4 inch' per fOot roof slope - ii. Garages-are not permitted to open into a room for drainage or design to support accumulated / used for sleeping purposes. Section 1104. - water. Section 3207 (a) and-Section 2305 (f). 0. Show roof drains and overflows'; Section 3207. -. -• . . . . -- .-.':-- - (70 kle7i~ -. • - ' k, ',- - '-j pr, %I '. -- 1 Ut -' (0 as cull --}-- Lc* r2n i c)ntu Lvtç ca-r 12/18/90 • . . I ' ' S ' . 'hU - Cft - '5 - S. 'S , .•. 4- I 7)( An occupancy separation is not required between 8/' The soils engineer' iecoaended -that he/she / carport and residence, provided the carport is - / review the foundation excavations? Note on open-on two or more sides and has no enclosed ' the foundation plan that ."Prior to the , uses above. Section 503 (a) Exception 3. contractor requesting a. Building Department,. j foundation inspection, the soils engineer 6 Show garage framing sections, size of header c shall advise the building official in writing I over garage. opening, lateral cross bracing at' .. that: plate line, method bracing garage front and . .holddowns if required. chapter 23. . . 7. Thebu11ding.pad was prepared in. - . F accordance with the soils report, NOTE: Maximum shear panel height-to-width :.. .,.. . - - ratio is 3 1/2 to 1 for plywood. Table 25-I. 7. The utility trenches have been properly ., backfilled and compacted,.and 'I Doors may open into the garage only if the floor or landing in the garage is'not more than , . j . '7. The foundation excavations comply with one inch lower than the door threshold.. . I the 'intent of. the soils report". Section-3304..(i).. V 'I - . . . . .. /3. . Showheight of all,foundation walls. .Chapter 7/. Provide an 18" raised platform for any FAU, 23. I water heater, or other device in 'the garage which may generate a flame . or spark. UMC .. 8fl. Show height of, retained earth- on 'all Section 508, UPC Section 1310 (a). 'V. , / foundation walls. chapter 23. - FOUNDATION RIXUIRIITS '. t. If cut orfill slopes exist, show distance of / foundation to edge of cut or, fill slopes and 7. Per soils report, note on the plan the soils show steepness and heights of cuti and fills. / classification, whether or not the soil is - - chapter 29: .. - . expansive and' note the allowable bearing value.- .- - - Section 2905 (c). - . . . Note on plans that wood shall be 6" minimum The foundation plan does not comply with the above finish grade. Section 2907 (a). / soils report,reconsnendations for this project. - §1. Note on plans' that surface :water will drain Please review the report and modify design, / away, from building and show drainage pattern notes and details, as required to show . and key elevations. Section 2905 (f). compliance: Dimension foundation per U.B.C. Table 29A . Flodrs - Footing - - - §t. Provide notes on the foundation plan listing Supported Stmwa1l Width Depth Thickness / the soils report recommendation for. .. - ,. . foundations, slab and building pad preparatith-t.-. - .' 6" 12" 12" . 6" 1 -. I 2' 8" '15" 18" 7" . Provide a letter from the soils engineer ',,.3 '24" . .' 10" - ' 18" - - 8',',- / confirming that the foundation plan, grading -plan and specifications have been reviewed and . Foundations may support a roof in addition to the that it has been , determined that the " floors. Where only a 'roof is supported, use ' foundation for.one floor. , . . - recommendations in the soil's report are properly incorporated into the construction documents (when required by the soil report). - Show foundation sills to be.pressure' treated, - . - -- or equal. Section 2516 (c) 3. 95. Show foundation bolt size and spacing. ,. P. / Section 2907 (f)., - Specify'size, I.C.B.O. number and manufacturer of power. driven pins. Show edge and end distances and spacing. Section 302 (d). - , ' r •' -. V ' - ' ' ' .,r - V -. .- _ 4V -. - - - - V -. V ,_, V. ., , .' ' ' ''' - . - ''• V .2/13/90 . - - •., . .' V V . ' 6 - -'. .•. • 45, -V V, 1 - , ,. - V - ' .- 4. 4:' . - I.,• ', ,- S . 'l..(. -. ) - - - .. I , V - ' ' , '_.V .r • -. V V --V -'Vt • Vp., - -, - -'- R Ot t 11. o-* 4 1 - inc!u'd4rp ;. * •••'. •• • - r 92. If required, showsize, embed1ntRd_.c i ae. - l75. Show rafter ties. Rafter ties shall be spaced of hold . down anchors on foundation Plan. I not more than 6 feet •n center, and be just - Section 302 (d)., - above the 'ceiling - joists, where rafters'and - -. ceiling joists are not parallel. Section 2517 4. If hold downs are required, note on plan that '' (h) 4. -. I hold down anchors must be tied in place prior / - • to foundation inspection. Section 305 (e) 1. - 1. Show rafter purlin braces to be nàt'less than - 65 degrees to the. horizontal. 9.4. Show adequate footings under all bearing walls ' , Section 2517 (h) 5. f and shear walls. Section 2907 (b).. J , . •. 9f. Show on the plans stepped footings for slopes .1 Show double top plate with minimum 48" lap splice. Section -2517 (g) 2. / steeper than 1:10. Section 2907 (c). 941. Show minimum 18" clearance from grade to bottom . l. . j.. Show nailing ,will be in.compliance with Table 25-Q. . I f of floor joists and minimum 12" clearance, to - . . - - - bottom of girders. Section 2516 (c) 2. . . 107. Show or note fire . stops at the following / locations per SecUon 2516'(f):- Show pier size, .spacing and. depth into. undisturbed soil. Table 29-A. . - • /. In concealed spaces of stud walls and 9. Show minimum underfloor access of 18" x 24". , •" F partitions, including, furred spaces, at 'I - the ceiling and floor levels and at 10 I Section 2516 (c). , , foot intervals along., the length- of the -• wall;, . -.• •' 9. Show minimum underfloor ventilation' equal to 1 l *'J - 1 sq.• ft. for each 150 sq. ft. of underfloor - ,. • -i.. At all interconnections- between concealed I, vertièal , and -horizontal spaces such as area. Openings shall be as close to corners as ' '. practicable and shall provide cross ventilation - - occur at soffits, drop ceilings and cove 'opposite on at least two approximately sides. - - ceilings;' - Section 2516 (c) 6.. - - • . . -. • concealed . spaces between stairFRAMDiG • • - . . 1. stringers at the top and bottom - of the - - -run and between studs along and inline - iç. Show wall bracing. Every exterior wood stud -- with the run of stairs if the walls under t . / wall and main cross-stud partition shall be . - - the stairs are unfinished; and • braced at each end at least every 25 feet of - -. - length with lx 4 diagonal let-in braces or . In. openings around vents, pipes, ducts, equivalent. Section 2517 (g) 3, Table 257V. • j chimneys, fireplaces and similar openings / - which afford -a passage for fire at 19'l. In 2-story"buildings, shear panels at the first ceiling and floor levels, with f story (at least 48 inches in width) shall be noncombustible materials. - located at each end or as near thereto as - - possible and comprise,at least 25 percent of . - l)/). In, duplexes, draft stops shall be provided in- the linear length- of the wall, or provide . - floor-ceiling assemblies and attics in line 7 l2. design. Section 2517(g)3,. Table 25-V. . - , - . - - •- with walls separating units and.sepa.rating units from coon areas.,, - -. Note bridging cross or blocking. Floor joists - / - - - f and rafters -12" or more in depth shall be 1)/i. Show stud size and spacing. Maximum allowable supported laterally by bridging at intervals / stud heights: Bearing wall: 2 x4 and 2 x 6 not exceeding 8 feet,- unless both edges are - I, max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 held inline. 'Sec. 2506 (h), 2517 (d) 6. • - max. 20'.- Table 25-R-3. - - - Show blocking at ends and at supports of floor i+4. Studs supporting, t'o floors, a roof and / joists, rafters and trusses at exterior walls. I ,ceiling must be 3 x 4 ..or 2 x 6 at 16" o.c. Section 2517 (d) 3, 2517(h) 6. - I Table 25-R-3. .. - - f Bearing partitions,. perpendicular to joists, shall not be offset from i Not'on A.I.T-.C. Certificate of-Compliance for - supporting girders, f glued-laminated wood -members shall be given to beams, walls or partitions, more-than the depth :- the building inspector prior to installation. - of the joist. - Section 2517(d) -5. - - .r • Section 2505. - -- .''- •: * - 7/6/91 • - . 7 - -I S ' . , - • ,- 4- :' - 9 I , ' / - - - -' 4 4 I • ' I C - I * - .. ' • •.- _*I - ,4 . * -- . 4 - -• \ - . -. .# . - •. ',- " '. r - ' 4' l. Detail all post-to-beam and post-to-footing /16.. Columns and posts located io concrete r I connections and reference the detail to the masonry floors or decks exposed to the weather plan. Section 2516 (m). . or-to water splash or in basements and'which • / - support permanent structures shall be '• 1$. Detail shear transfer connections, including . supported by concrete piers or metal. pedestals ' roof and floor diaphragms, to shear walls. projecting above floors unless approved wood Section 2513. " . -of natural resistance to' decay or treated wood j 1$. . Specify nail size and spacing for all shear is"used.-• .Sect ion 2516 (c) 4. 1 . ... . . . . . / walls, floor and' roof diaphragms. Indicate 177. Individual . or masonry piers shall required blocking. Maintain maximum diaphragm / project at least 8 inches above exposed ground dimension ratios. [Tables 25 I, 3, 1< and I unless the columns or posts which they support Section 4714 (d)]. . are of approved wood of natural resistance to - - decay or treated wood is used. 117. Provide truss details and truss calculations .' , Section 2516 (c)4. for this project.. Specify truss identification numbers on the plans. . . 128 '. . . .. ., Show location of, attic access 'with minimum .1}. 0 Show 1/2" . minimum clearance between top plate . I size 22" x 3011 Section 3205. .' - . - / of interior partitions and bottom chord of 12/. Show draft separation for attic areas'between' trusses. (To ensure loading will be as / units in adup1ex.:.Section 2516 (f). designed). . . . . l. , j Specify plywood , aid/or particle board l). Provide roof, framing plan and floor framing f thickness, grade and, panel '.identification / plan. Section.302 (d). . . -• ,, index. Table 257S.' 1?. Provide framing 'sections through . /-4~ridge When roof pitch is.less- than 3:12, design as a beam. Section-2517....(h). -- . .... If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or Section 302 (d). , . sheathed with plywood. Section 2517 (g) 4. f Specify all header sizes for opening-over 4' wide. Section 2517 (g) 5. ' .. . i. ,. - I Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or, 2 inches by 6 j . inches' when supporting 2 stories. Provide' calculations for main vertical and , , . Section 2517 (g) 4. , / horizontal framing members and post footings. Section 302 (b). 134. Show plywood sheathing over exposed eaves, or / . . . other weather exposed areas, is "bonded with, Provide calculations for lateral loads, shear , exterior glue." . Plywood used for exterior / panels shear transfer and related. Section wall covering shall be the' exterior type. ' 302 (b)% ' ' ' Section 2516 (i), 2516(g)3. . 11. / ' In Seismic' Zones 3 and 4, the allowable shear wall values 'for drywall in Table 47-I must be 1/5. Detail truss layout. for 30" x 30" - attic access, if required for equipment in the attic reduced-50 percent when considering earthquake / , and detail 30" x 30" clearance through truss. loads-. This does not, apply to wind loads. . webs. 1315. Show on the plans all structural requirements Footnote 1. 1$. -. I Ridges,' hips, and' valleys shall be at least one size larger than supported rafters. / developed in the structural calculations. Section 2517 (h) 3. Section 302 (d). (See comments below or at, end.) ' - 177. In open beam construction, provide strap ties • 4 . * , - 14- -/ across the beams at the ridge support. - .- - ,Section 2501 (b). • ' + . 4 '. "A - - .' - 4 ,• _ - 0 '4 . ' 4. '1 .• IS ,, - S - '40 4 4 ' ' - I - .". -- ,, 4 ' . - ' I,. _!,•• C '-' 44' - . - 4! 4'. 0 ' ' ,.,.,, , 0 , , ' ,, , 0 ',. '4 ''. • - ' .• "" ' 7/5/91 8 1 : ' 138. Note on the plans that "all weather-exposed' . 149. Show I.C.B.0. approval number'for prefab urfaces shal.l have,a weather-resistive barrier fireplace. Show height of chimney -'above roof to protect '.the interior wall covering and, that per I.C.B.0. approval or Table 377B. exterior openings shall be flashed in such a .. manner as to make them weatherproof". Section 150. Note on plan: Gas vents and non-combustible 1707. , • piping, in walls; passing through three floors - or less -shall be effectively draft stopped 'at MECHANICAL (UNIFORM MECHANICAL )DE), ' each floor or ceiling. ' IJBC, Section 1706(a) 6.' All heating, ventilating, and cooling systems and , -•• appliances shall comply with. the'Uniform Mechanical 151. Provide 'dryer vent to outside. UMC, Section Code FA) (I4I.5) 1903 '139 Show the 9Q.., location a&4 -yFoof allTheating TRIC&L (NATIONAL F!nIcALcoE) and cooling li appances or systems. -' - ' All wiring shall 'comply with the National lj. Every dwelling unit shall be provided with" ' ' Electrical Code. ' ' heating facilities capable'' of maintaining a room temperature of' 70' degrees F. at 3 feet Show, on the plan. the amperage of the D52 abov'the floor in -all habitable rooms. , Show electrical service, ' the location of the basis for compliance. UBC, Sec. 1212. ' service panel and the location of. any sub- panels. If service is over 200 amps, 'submit Note on the plans that the FAU closet or alcove 'single line diagram, panel schedule and load / must be 12 inches wider than - the furnace or calculations.- furnaces being -installed. UMC Section 704. 1Ly. Show :minimum 30" deep unobstructed working Note on the plans: "Electrical outlets shall, ., be installed in accordance with- NEC Article I space in front of furnace. 'Section 505, UMC. , ' 210752". / Furnace shall not be instal-led in-'--any bedroom, bathroom or in a closet or confined space with , .. 15) Note - on the plans:" "Lighting outlets ' , controlled by a wall switch shall be provided access only through such "room unless .specified in accordance with NEC Article 210-70". - asdirect 'vent appliance, enclosed furnace or ' electric heating appliance.' 155. Note on-the plans: "Light fixtures installed, Section 704 UMC. - - ' ' -. in clothes closets, 'will comply with, KEC Article 410-811. , 1. / Show ,source of combustion air to furnace, per chapter 6, UMC. Note convenience outlets in bathrooms, kitchen Show access to the attic containing equipment counter' top(s) within 6 feet of the, kitchen sink,'outdoors, and in. garages and basements / to be minimum 30 inches by 30 inches. The ' (other than for laundry and' sirnilar.equipment) - , opening may. be 22 inches by 30 inches if the ' ' ' shall -be GFI protected. .NEC,,Art. 210-8. equipment can be removed through such opening. Section -708 UMC.,. ' ' - 157 Note electrical system ground to be provided per NEC, Art. 250-80(a), 81(c). 1. Note that passageway to the attic furnace shall / be- unobstructed and have continuous solid - ' PLUMBING (UNIFORM PLUMBING (X)DE) flooring not less than 24 inches wide, not more ' C Woer ' ' O Itrorej,~( 20 feet in 'through than length the attic. Section 708 UMC. Show water heater eee, .po-and location on UPC, Section 1301. / / .c - plans. s lMl.,Show permanent electrical outlet and'lighting controlled a switch for furnace - - ),. Show source for providing combustion airtó f , fixture by.. -, fuel burning water heater. If wall openings located in attic or underfloór space. Section - ' in an enclosure are used, at least one-half of -, 708 & 709 UMC. " the required' opening area shall extend into t , the upper, twelve inches of the enclosure and -Show details to comply withSection 709-for onehalf within the lower twelve inches.' UPC, f furnace under the floor, :6r Section410 for Section 1307. - - - , roof'or outside furnace. , ' • - ' - S. ' ' ' . ' - ' • - ' - - " ' ' ' ' -. - ' ' •, 9 7/9/91" ' • 4 - ' - , - • 4 ... ' ' -I,.. , 4'' - ' 4 4 ' , ' ' . •, - ' , ' '- ' - - • -'4,, 4 . - r I l. / Fuel combustion water heater shall not be bath bedroom in installed in or or a closet - '1 , Specify on the building plans all of the mandatory energy conservation requirements as - opening into bath or bedroom. UPC, Section - listed on the enclosure titled, "Mandatory 1309. Energy Conservation Reguirements" -' Provide adequate barrier to protect water 14t. Show the make, 'model and efficiency,, "of the / heater from vehicle damage. An 18" platform '' "1. space, heating (or cooling) system and provide' - - for the water heater does not satisfy this heat loss calculations if the output exceeds requirement. UPC, Section 1310. " -45,000 BTU/Hr. 162. Show T and P valve on water heater and show route of discharge line to exterior. , " , 141.. g" For room additions, show that the glazing area of the addition does not exceed 16% of the UPC, Section 1007 (e),. , newly-conditioned'. floor 'area, plus glazing - . removed or relocated due to the addition. 163 Show that water heater is adequately braced to : ' • - resist seismic forces, when not connected by 175 Provide fluorescent- general- lighting., in rigid pipe. •UMC Section, 504(d). kitchen(s) per CAC; Title 24, 2-5352(J). Show shower stall can accommodate a 30" circle ' and a minimum area of sq. CARlSBAD S.F.0.& IXJPWC SUPPLXENT / has floor 1,024 in. UPC 909 (d).- ' ' ' ' l76. Energy conservation design should be for Zone lf. Provide clothes washer hook-up for each unit. ' ,/ 7. , .,' ,-, ,'-'-: •,, f Title-24p Part 3. 17/. Floor drains'must','have auto-prime (city / policy).' I NOISE INSULATION (1X1PLFC). '. 178 For gas piping under slabs that- serve kitchen Show details of duplex common (party) walls and '"" island cooktàps, see the attached Policy 91-46 / floor/ceiling assemblies to achieve a Sound for special sleeve and clean-out requirements. - Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) ' G Note exhaust fans cannot be ductless type rating on floor/ceiling of. 50 decibels. (city policy)'. .- Title 24. J ' ,New residential units must be pre-plumbed for Show how penetrations of assemblies for piping, future solar water heating. Note "two roof - / electrical devices, recessed cabinets, , jacks must be installed" where the water bathtubs, soffits, or heating ventilating, or - . . ' heater is in the one story garage and directly exhaust ducts shall be sealed, lined, or below the most south facing roof (City insulated to maintain required sound ' Ordinance No. 8093). transmission rating. Title 24. Note "two 3/4" copper pipes must be installed '- 1. Provide insulation in walls and ceiling to to the most convenient future solar panel f achieve STC of 50 between garage 'and living , ' location when the water heater is not in a one area if garage use is not controlled by ' , .story garage and is not directly below the resident.. Title 24. •' ' -" . most south facing roof.'' (City Ordinance No. 8093). / ' -' . - ENERGY aNSVATION All piping for present or future solar water. 19. Provide plans, calculations and worksheets to'' • heating must be insulated when in areas-that / show compliance with current energy standards. are not heated or cooled by mechanical means - - ' (city policy). i—(1704 The regulations require a properly completed' \...J and properly 'signed Form CF-1R to be either -l5. Incorporate the 'waterproofing details, on the imprinted on-the plans, taped to the plans or I attached Policy 80-8, where interior living - "sticky backed" on the plans, to allow the - " space occurs below grade at the masonry" building inspector to readily compare the wall(s). actual construction with the requirements of the approved energy design. , -- l4. Show on the Title 'Sheet on the plans, the / information required by the attached 14/1. All energy items shown on the plans must be in - Developmental Services Sheet 112383. - - 1 agreement with the information shown on the properly completed Form CF1R. too rr- c rid 6 i,, 4), n,e - 5 F F All new. residential buildings,, including .; The City• of Crlsbad has contracted with Esgil additions, require a soils . report. Please Corporation located at 9320 Chesapeake Drive, Suite submit two 'copies. Exception: If a room 208, San Diego, California 92123; telephone number addition is limited to one story and 1000sq. 619/560-1468, to perform the plan check for your ; ft. in area, then a soils report is not project. If you have any questions--regarding these required. Esgil Corporation will advise the plan check items, please contact__________________ City to place their soils notice stamp n the plans..,— A F . - 1. Heavy'tiinber framing, minimum 6" x 10" beams . ., . . . and minimum 811-x* 8" post, for the. structural S -. F ••. . -. , beam and column supporting the fire separation at Esgil Corporation. If you- have any,questions between the garage and living area above, is * regarding. City Building permit procedures, please acceptable if shown on'the plans. (city ' contact Carter Darnall. at the City of Carlsbad, policy). - . 2075 LasPalmasDr., telephone 619/438-1161. /7 All structures require a Class B roof covering, Thank you except room . additions. If a room addition . .•. . . covers all of the existing building (2nd story Enclosures:. addition), then the above exception doesn't F i '- / apply. -' - . . .. 1. C,1iii p \ 0 (ruq) . - -,• - 18. City Ordinance 9792 requires two parking I - * . c. - . .5 . . . . Fc.0 Prc'7a spaces/unit with,clear. area of 20'x2O' i.e. no -. ' 2. washing machines, etc Show compliance (J - '.' ()All. chimneys attached to any appliance or - 3.''O.sOu 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 b r- r n r"kf'' It C r- C screen shall have heat and corrosion resistance . . . ui?4-. 03 Cd), Ep4 3ot3 equivalent t0. 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. '..'t!J T9 Openings shall not permit the passage of - dr- €D iis'. spheres having a diameter larger than 1/2-inch I - and shall not block the passage of spheres- - (2) eiroe- J.F) 5C' 2CCL. having .a diameter of less than 3/8-inch. I 'eJr$ -t-.4 • MISCELLANEOUS . 1'• / F e1'rWC). - - 120. Please see additional corrections, or remarks, , . • . on the following page. , . . . . .. . . . . . .. 5, . _- 5-, -'k -- .,- • .' '- 5. To speed up the recheck process, note on this . ' . ' -. - * . •. list (or a copy) where each correction item has . ' .'• I - .. , - . .: been addressed., i.e., plan sheet; note or detail number, calculation page, etc., ' - . .• 5-. 5 . - • - . . , . . . S I •_ 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. - - -- ., . - - . F. - Have changes been made* to the plans not resulting from this correction list? Please check. • S 1• - . . F .. - - . -. - .4 . - . . Yes, No . -• .- -.--- - r 17 G) _10611 'I ', '- ' • 'c:•'-_;. j ', - I - - - pr / ; - RESIDENCE _41 GARAGE , 1A--- RESIDENCE (GROUP M 1) , - (GROUP R-3) AR : ' DUCTSA—O.Ol9inch(No.26gauge)galvanizedsteel '.'-'. '- with no openings into garage '-. .•,, ' ' , •• • DUCTS B—Any duct approved by the Mechanical Code'. -•- --4. '-4 OMISSION OF FIRE DAMPERS Sec 503 (d), Exception 3 * ;5 -J t -'.'-. 5 - 4' .5' -•'-a- , ,, . - S • , S '- ' - - S.' ,S ••SS•4 - - -- -. k ' I .•1 -. .5• t --- - '- ' -' ' '- : - ' St -'- S - - 5. --5- 1 , • - -. - S - ' • 5,•' 1 ••5 5. - •r:,._,,,_ - -- 4 5.-'- - -_ _ I. ': •-• - S -. S ',;-• 'r , -. - :'---- - i7e 10 POLICIES AND,P'ROCE-DUR ES .1 S.. MBE 91-46 - suJ:c GAS PIPING — ISLAND KITCREN COOKTOP r - May 24, 1991 s:c O BUILDING DEPARTMENT _____________________________________________ - •5__ o PURPOSE: - TO ESTABLISH AN APPROVED METHOD FOR GAS PIPING TO AN ISLAND COOKTOP. -. POLICY The drawing shown below is approved for this use S ( - 5_V ' ç -• NOTES: 1.ALL SLEEVES TO BESCH.40 ABS -- --. 'S., - -VV S. S ¶ - V - - - - '-T----_-- 2.G-AS PIPING BELOW FINISH FLOOR TO • I BE FACTORY WRAPPED EXCEPT FITTINGS - MAY BE PRIMED AND FIELD WRAPPED - . 3. ALL UNDERGROUND PIPING TO BE INSTALLED - GAS PIPING V • APPROVED SEALANT AT THE TIME OF UNDERGROUND PIPING INSPECTION . 2" V SAN. TEE •. . _____ SCREENED - VENT OPENING 1T-4 i .. 3" ABS 2" ABS RISER RISER I 6" MIN. • V I V / , 0 ••• \//fI.V.V . /SSSS - • V • V - I V — — . -. - V• 3" VENT ELL - V 3"X2' SAN TEE . . - V V • I, 3" CLEAN OUT CAPè, /\V l .• • .. - 3" ABS SLEEVE V V •• - E—. SLOPE UP TO EXTERIOR : V V • V V V V 55 • •• . V • k:,V: V5 5 V V :,- V - V V V S. •L_ • S • . - S.. • V 4V 5' - - • V V'V VS V V V -- V S_s • iS • • - S.. V • S •• S Initiated By: 5. Approved B: - - Martin Oreny V • S . ••,• '5_s 4 I VV•V 4V t- N- c c- -t - 100 rL (7 17 ~S&/, 40 : - HORIZONTAL OCCUPANCY SEPARATION VV V V 10 ol V \\ V V TRUSS RESILIENT CHANNELS OR MEALFURRIG : V j CHANNELS FASTENED TO THE BOTTOM OF I THE BOTTOM CHORD V TYPE ax:' GYPSUM WALLBOARD . OR V V TOBEFASTENED TO THE 2x3 ORZx4 FLAT FUARINGTR(p V V FURRING STRIPS - V ASTENED TO THE B&rTOM OF THE V V BOTTOM CHORD OF EACH TRUSS WITH * V - ' •VV V V V 1-16 d CEMENT COATED NAIL . EXAMPLE 1 V V •V VV V•V V V V• 4: •V V 14 V VVV• V V VVV V• V V • V4VVVV4 V V V • V VV • V VV VV •V V V :V: Vr Q V V V VI ••V VV •V V .; V V V V VV V V VV V V V.VV V V V • V V V V VV V V .. VV• . V VV •VV V. V• V . ).V V V V• . V V V V V V V V V •V V V V I V VV V V V V • I V V V V V V V V V V:V I V V I - * . .4 . • Date i7/3oJq/ Jurisdiction CARlSBAD • 44 Prepared by - B1d. Dept. VALUATION AND PLAN CHECK FEE Esgil . . 4•• . . - PLAN CHECK NO.-1061 —e?) BUILDING ADDRESS Q4 _E__ir__n.P1oc APPLICANT/CONTACT -'.---------------- PHONE NO BUILDING OCCUPANCY _I-3/--i DESIGNER PHONE - TYPE OF CONSTRUCTION CONTRACTOR.PHONE. -. .. . • BUILDING PORTION BUILDING AREA VALUATION .MULTIPLIER VALUE .. 7 .S87172.— _____________ I7 1' . .q•3o . . . . - . • . * . I Ai r Conditioninz Conmercia1 • - . . .- - * Residential • - 1 . .Res. Res. or Comm. -Fire Sprinklers 1 . .:. • • -*- * @- ___•: - . - _.1:.- Total Value . ..-i9 7e C C H H E E CC K/ E'E El. larfm BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:7/3O/9/ EZI ITEM COMPLETE PLANCHECK NO. ITEM INCOMPLETE'- NEEDS YOUR ACTION 3 28'' ,sTzAeo 1J9C R X ITEM SELECTED C PROJECT, ID:\iloL S5/i7bë H E LEGAL REQUIREMENTS ' .3 C ., K Site Plan E 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. El 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 drainage patterns. El 3 Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance X 4. No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project 'No.______________________ Project does not comply with the following Engineering Conditions of Approval for Project No._____________________ Conditions complied with by: • Date: Field Review Field review completed. No issues raised. 8. 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.' Grading is required to access site, create pad or provide for ultimate street improvement. FRM001O.DH 08/29/89 ..:_. - -.------ 4 - - - - - .., . Site access visibility problems exist Provide onsite turnaround or engineered solution to problem -,Other & 4 0 r - , •h - '... . Dedication Requirements ')(.. 9 No dedication required . r. . . - . 10. Dedication'required. -Please have a registered CivilEngineer ç 4 or4. Land Surveyor i prepare the appropriate legal description - together with '&an.8k1',.x 11" plat map and submit with a title report and therequired processing fee All easement documents must be approved.and signed by owner(s) prior to issuance of Building Perm, The Aescription of the dedication is as follows -: .- •- . ..%''•.(_ - -i ., - 4 - ._,.• . • • 4. , . . •. Dedication completed, Date: By Al Improvement Requirements .. \•) -•- • •. •-•. 4., r. Y ii -No'pub11c- 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.T-. • - •.-. -•. -*- ' .-. . .- . • 12.- Public improvements required. This • project 'requires construction of public improvements pursuant to Section 18.40 of the City Code Please have -a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck -process through the Engineering Department. -.'•; •••; Improvernent.plans.mUst be -approved, appropriate securities posted and ..tees, paid prior to issuance of permit The required 4, improvements are - •, •: -, .-•.- • - -,.• • , •. • - -• - ' • - • , '4-, • - - - - 4 .,• ___. -• '•-- - • '_4•• :'•..' - - •-?- - - -, • • . - - • • improvement' plans signed, Date By FRM001O.DH - - .- • - • '- . • 08/29/89 4, 1.2 T...,...........,....4,. . ,___,L__,1__ - uiipr'uvtiiiexi ':df'e r'el.lu , red. '..uns'ructi on or tne public improvements maybe 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 propertyand 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 Reciuirements 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). /(14. No grading'equired as determined by the information provided on 'the site plan. 15'. Grading Permit required.' ,A separate 'grading plan prepared by a registered Civil Engineer must be submitted for separate plan checkand approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City • Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: • By: Miscellaneous Permits ' ')&16. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering. Department is required for the following:' • Sewer Permit is not required. ' Sewer Permit is required. A Sewer' . Permit is required concurrent "with Building Permit issuance. The fee required is noted below in' the fees section. • __ Industrial'Waste Permit is not required. FRM001O.DH ' ' ' ' , ' ' ' 08/29/89 21 Industrial Waste Permit is required Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits Permits must be issued pyior to occupancy. Industrial Waste Permit accepted - Date: By:_________________ Fees Required , S 22. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee: - :Traffic Impact Fee Fee Per Unit: Total Fee - Bridge and Thoroughfare Fee Fee per Unit: Total Fee: Public FacilitiesFee required. ___ Facilities Management Fee Zone: Fee: 27 Sewer Fees , Permit No. EDU's - Fee: Sewer Lateral required: I. Fee: REMARKS: pF cfr ENGINEERING AUTHORIZATION TO ISSUE PERMIT 5.,. Date: 08/29/89 - - - - PLANNING CHECKLIST Plan Check No. 7/- /O& .Address 'ZL/ __ P1 ' Planner ?.I'Cfr. '' Phoñe''438-1161 ext. , A'32 (Name) APN: 2-/3- 'To -zTT.. ' . :1- . - .- ,' - . ' ,. ' 43 4, Type of Project and Use F r of c)J--------- ' Zone /- I Facilities Management Zone Legenen d'' -' - - - 1,. •' .1. - , .. . .4 - J ., ..• I Item Complete E Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified,. ' " 1.• Environmental Renew Required YES - NO '.DATE 'OF COMPLETION:- ,Comphance i,iith conditions of approval? If not, state conditions which require action ' Conditions. of Approval ' " /\V 4 [J X WE Discretionary Action Reqinrd YES NO ',•,' ',, <APPROVAWRESO NO 'DATE: PROJECT NO'. -. 3 OTHER RELATED CASES Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval California Coastal Commission Pt Requid YES NO DATE OF APPROVAL: * ' - .. -: • - .\ -- San Diego Coast District'311,1 Camino.De1 Rio South,4Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with onditions of approval? If not, state conditions which require action. 'Conditions of Approval ____S U "-5-- - ndscape Plan Reqed S -NO VV VV Y \ - Se tattached submittal requirements for landscape pins tvx Site Plan. - - I.'Provide a fully, dimensioned site plan drawn toVsVcale.., Show: Nch arrow, proper' lines, easements, existing and proposed structres streets, existing street improvements, right ot way width a-' dimensioned setbacks 2. Show on Site Plan: 'Finish floorelevations,eleaio of tsh ade 4 ' adjacent to building; existing topographical lines, existing and proose' : slopes and driveway. 3•V ProdeVlegal descption bfVprope y. 4. Provide assessots parce numbr. V -• I - Zoning It I Setbacks V . Front: V Required, Shown V / V V V Int.tide: Required. V 7• ' Shown 7.. Z' i VV V V Street Sid: V ..: . Required V V 'tJl- Shownv*V Rear: V Required 144"Shown V V 2. Lot coverage: R.equiied .ZIA Shown 24/ 3 Height Required gr 4 Parking Spaces Required '2 ,r-Shown 2-/ Guest Spaces Required V Shown.______ D Cl 0 Additional Comments - V .4 V V - • V V (j - OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _/J/ Vf4" DATE 7 y 41 PLNCK.FRM