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Home My WebLink About2689 OCEAN ST; ; CB900285; PermitBUILDING PERMIT PerrnitNo: CB900285 10/30/90 09:38 Project No: A9000379 Page I of 1 Development. No: Job.Address:.2689 OCEAN ST Str: Fl: 'Ste.: Permit Type: RESIDENTAL.ADDITION/ALTERATION 914 0/30/9 0001 01 02 Parcel No: 203-140-35-00 . . Valuation: 29,151 . Construction Type: VN S - Occupancy Group: R3/M Class Code: Status:' 'ISSUED Description: 415 SF ADDITION S Applied: 02/16/90 Apr/Issue: 10/30/90 Validated By: CD Appl/Ownr : HELM, JOHN ARCHITECT 619 942-1999 7882 EL CAMINO REAL #201 CARL S BAD, CA 92009 - OWNER : KUNKEL, RICHARD ... - ((' /\ ~2Lic.N OWNER 619 729-5917 2689 OCEANSTREET CARLSBAD,JCA 92.008\ i/ *** Fees Required / *** FeesColi'ect'ed & Credits / \ ••-_5-7. '-S..',. ..I .... - - Fees:-- Adjustments: / L. .00 --Total Credits.: ' .00: Total Fees: / 21.00 \ . . 172.00 . ---.. ,-.- -,-Balance Due-:1 349:00 Fee description , .'j I Ext fee Data - . - ( S •S, - f 0' ' f .:. '_ •'J - Building Permit 141 '1 285 00 Plan Check N \i'P • 'I 1 185.00 Strong Motion Fee '. "-- l!1f Jl• i .1 / - 2.00 * BUILDING TOTAL \ '- / .. S (••- / / 472.00 Enter "Y" for Plumbing Issue'Feèi-'c>,cC'OO / --. / 7.50 Y Each Plumbing Fitur.,orTrap >80\\ 250 . 20.00 ,Each Building Sewer \ > i-..00\' ,6 .50 6.50 *.PLUMBING TOTAL \ J' /i !2'\\0\\' /.. .. . 34.00 Enter "1" for Electric Issue Fee 7>' . .7 . 5.00 Y Other "-'---5,. > " 10..00 10;00 REMODEL .* ELECTRICAL TOTAL ($10 Minimum)'- -....-.--- ' • 15.00 -. LIPPROVA SIUPI.IPDATE_.f CflY OF CAALSBAD. 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 . PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - 0 COMMERCIAL DREW DTENANT IMPROVEMENT B - 0 INDUSTRIAL DREW OTENANT IMPROVEMENT C RESIDENTIAL [:)APARTMENT[:]CONDO[:]SINGLE FAMILY DWELLING "ADDITION/ALTERATION PIP ODUPLEX []DEMOLITION []RELOCATION DMOBILE HOME DELECTRICAL DPLUMBING [)MECHANICAL []POOL DSPA DRETAINING WALL DSOLAR DOTHER________________ — ac 3e EST. VAL i;:-.-- PLAN CE DEPOSIT VALID. BY t . DATE 3468 07/20/Qn '1 j 02 c-PR;IT 17200 Address OC.AI.l ST- suitaing or suite NO. Nearest Cross Streets LEGAL DESCRIPTION Lot NO. Subdivision Name/Number - - Unit NO. Phase NO. 02 Energy Calcs Structural Calcs U Soils Report Ui Addressed Envelope ASSESSOR'S PARCEL 3 - EXISTING USE PROPOSED USE DESCRIPTION OF WORK BLDG. SO. FIG. - , 8 OF STORIES CONTACT PERSON NAME 40-4 1*'1 ADDRESS 1 ei- 4,At 4 so! CITY A4? STATE C. ZIP CODE 9 'LQa9 DAY TELEPHONE - qtj 2 . 1441 SIGNATURE APPLICANT DCONTRACTOR []AGENT FOR CONTRACTOR DOWNER IB'GENT FOR OWNER NAME 40I'*i 4 - AVf4#1 X&f2 ADDRESS CITY C4'114_.c12,(P STATE /,,ZIP CODE DAY TELEPHONE cj 4 PROPERTY OWNER OWNER [_1 LESSEE [-]TENANT NAME fi-l2417 ' O%& IcL. ADDRESS C,f"A oc.- Sr CITY cf'cL en60 STATE ZIP CODE t '2t*98 DAY TELEPHONE CONTRACTOR NAME ADDRESS CODE ZIP DAY TELEPHONE CITY 013 STATE STATE LIC. 8 LICENSE CLASS CITY BUSINESS LIC. H SIGNATURE TITLE DATE DESIGNER NAME 4142 ADDRESS C461Ii'40 g-L CITY STATE .'75% ZIP CODE Cl ]_.O0 4t DAY TELEPHONE 942. I41 STATE LIC. H Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to selt - insure issued by the Director at Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: 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 said 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's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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 DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE 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 30970) 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 relatlig 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 Building Code). SIGNATURE DOWNER [-]CONTRACTOR [:]BY PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance ... JOB ADDRESS: 2689 OCEAN ST APPLICANT: HELM, JOHN ARCHITECT CONTRACTOR: OWNER: KUNKEL, RICHARD REMARKS: RS/BILL/720-0932 SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCK# CB900285 0CC GRP CONSTR. TYPE NEW STR: FL: STE: PHONE: 619 942-1999 PHONE: PHONE: 619 59L4)—L— INSPECTO1L6L CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB900285 FOR 06/03/91 DESCRIPTION: 415 SF ADDITION TYPE: RAD TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE STATUS CB880479 PLUM EXPIRED CB880866 RAD EXPIRED CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS C 412d Id I Pt- **** INSPECTION HISTORY ***** DATE 052191 050291 020491 020491 012991 011791 011191 011191 120590 112990 111490 DESCRIPTION Final Combo Walls Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough Electric Rough/Topout Roof/Reroof Ftg/Foundat ion/Piers ACT INSP COMMENTS CO PD AP PD AP PD AP PD AP PD AP PD AP PD AP PD AP PD AP PD AP PD 5.g4eq esei FIELD REPORT FILE NO.9021052 746-4544 DATE(S) Nov 14,1990 JOB NAME Kunkel Residence Addition REPORT NO. PROJECT ENGINEER Dan Adler FIELD TECHNICIAN CONTRACTOR t( d1 FOREMAN EQUIPMENT WORKING c2L TYPE OF COMPACTOR DATE R E M A R K S 11-14-110 Observed footing excavation for the proposed addition. All (underpinning _footing _excavations _zxxxxq _existing footings) minimum per _were _to_ _dimensions _as_ _the _project geotechnical_ report the _and _approved _plans. All cleaned _footing _excavations _were _properly_ _of_slough and _are _acceptable receive _to_ _reinforcing _steel _and _concrete. Curtis R. Burdett CEG 1090 DATE HOURS CHARGED 1105 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 44APPLICANT DATE: ()11&rE , ' LISCT JURISDICTION: DFILE COPY PLAN CHECK NO: 9g6 SET: o uPs PDESIGNER ---I PROJECT ADDRESS: --pj ~r PROJECT NAME: J(iJtJp -i ,q-o.o n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor -deficien-cies identified JLboJ are resolved and checked by building department staff. o The plans transmitted herewith. have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Fj The applicant's copy of the check list is enclosed for the Jurisdiction to return to the applicantcontact person. The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. FJ Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone #________________ REMARKS: .5hLEt1r~ De 0LqAJS lb 66 By: Enclosures:_____________________ ESGIL CORPORATION /O-,.-- a 0 GA 0 AA 0 RN 0 D ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE i99 ,JURISDICTION: 0-M O - PLAN CHECK NO: SET: 7.iC.. PROJECTADDRESS: L9 Ot(-/,jS1-;. PROJECT NAME: )ui)Rif P.ED. JURISDICTION PLAN CHECKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies I'] 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. IS The applicant's copy of the check list has been sent to: ,4'a it Acrn 911 ?rn65,5,,) Aug . .sr. .R. fl (' 1i)sif'E .A 95v Esgil staff did not advise the applicant contact person that plan check has been completed. _ [] Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone # REMARKS: Byd&,7,#dL 4, Enclosures: TL. -A€ L. ESGIr. CORPORATION 0 GA 11 AA E RN 0 DM / ..i AA IA 4 1i14 ,-i -flj i/V1. ILS.. - ( pr. : t Th'-1 MO'77 JY- 13 STV' . D PrA, 2TA'L i F 1)O5 1VQ 7) R-uii o __ otrk!L A-S -J3 , (' )C /J''- Lf ut T* thiz.) jL 1241C..T1J VS (J 9,) -,2 9'5- Tfl •q ID q7 _L c..rrw 1-.' LAcS. P- DVC'fi; JQr c'--• CL.C.. ,trr 4 IV1V'1 F.)L,U 4Jt&O A1 T it- jlJ 7r .F T4 ,)vj' T -1 jot -' 1'kz YJri r(e TV1'J(2. ___ Gi PIF7 . - A- ci? CPA A - JL1EL ESGIL CORPORATION. 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ~6Prm.p7 .l. 199? JURISDICTION: ('../19 PW • PLAN CHECK NO: . SET:1fl PROJECT ADDRESS: pL9 OJ..si PROJECT NAME: LQ PLAN CHECKER FILE COPY UPS DESIGNER Lj The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. U The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 91 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. The applicant's copy of the check list has been sent to: _'flMiFLy!1JITii xs ag V Esgil staff didnot advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date .contacted: . Telephone 1 REMARKS: Enclosures: 42Z £rIO,JL&r ESGIL CORPORATION El GA .6-AA El VW' C] DM .3URISDITION: Date plans received by plan checker:9V-o PLAN CHECK NO.: 91) I? P6 771 Date plan recheck completed:/,2-9ô By: FAI2rH PROJECT. ADDRESS: AbR9 TO: ..11)4jJ 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 Win 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 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: : 2. 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. 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 Form No. RPCS.41290 ,i,L\)c/rug C4 9i-25T7T 1?o _L & rriici-rw i-.' i-ft- ,- , P,r oF 7',r:: At-'O - .,Q. 1-ACS. DVpS 1L.M vrc) z.; ( C) ti - Ct tr-r 4 tvv,t Ft)LL- 4JWD. 1AV. a/ 1AlJ Tt' .T £Y.J7I rJ 1/2T TvJ- 3i PiP7 -rrr rjF' rr MvST' - Loi.D cAAc't,' V4'Ti - IJLLEL. JURISDICTION: OA R Date plans received by plan checker: 17 /L'Or 3 PLAN CHECK NO.: _Date plan recheck completed: By: . _ PROJECT ADDRESS: c2 ( .9 ,'i gj ç TO: gL14)L l?Ar- Ai)O RECHECK PUN CORRECTION SHEET FOREWORD:PLEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 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: ESC7 /L C) .J LLI.è I SL/ Cr! 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. The following items have notbeen 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 fl ?3 47 PS L LiUj?ô'rr p'3, .e L7Lp2.jL)( PPPL ; Ii.1. rFi.. (p>'fic 14 /'7. Ic; 42/) L) Z) 12 E e.,jsF. iO f. P, APP zi'= Ij ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 / DATE: JLLL-Y /9 19 E1APPLICANT DICT JURISDICTION: 2jTh' c A INC H E ME P flFILE COPY PLAN CHECK NO: 9,2R SET: nUPS PROJECT ADDRESS: f)if) .S7 DESIGNER PROJECT NAME: Ej 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 E with the jurisdiction's building codes when rninor.deficien- des 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. __ The applicant's copy of the check list is enclosed for the LJ jurisdiction to return to the applicant contact person. M.The..appli.cant's copy of the check list has been sent to: .je-ni_EUfl_A,ac)4.IL (Pv't)r, Esgil staff didnot advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone #_______________ LI REMARKS: By __ Enclosures: ESGIL CORPORATION GA II AA U vw 0 DM JURISDICTION: (AL4PAb Date plans received by plan checker: PLAN CHECK NO.: Date plan recheck completed: 71'_By: PROJECT ADDRESS: cQ to &9 A d s 7. TO: k?L zazorn PPO 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 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: E 5C7/L O. .J/Ci7a) 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. 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 Vr dd' O"d Qg -6 .rut Wi/ CU. ("5 ):)J?(-Ig 74) "Thd L? /4( ;(Tittc?Jd _c,I - 'i' :/' x /C///•_()?t 1/f4?2 7&LJ.. -.' 'cV 4d 1)r7Ieft19 'CQcJ1I(V79d sn rag j'ef 95 /) 51 t117 i ')O( 'T'i//i 7bLQ4 4'/'06 '5I-7 L 'WY '('/7 . ct(L/ Oc3 / PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. - All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible 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. 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 undef 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." /1. 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 0 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. ITEM REQ. IF MARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED ST. FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER /3. Exterior walls closer than 3 feet to property I lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 2 3/ 7 Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not Z. Provide stairway and landingdetails. Section ( 3306 (b), (c) and (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 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" 4'. Basements in dwelling units shall comly with minimum. the above (even if not designated as sleeping rooms). Minimum headroom is 61 -611. 3/. Walls and floors separating units in a duplex C. Minimum width is 36". shall be of one-hour fire-resistive c construction. Li. fl handrails per Section 3306 (j), shall / ( satisfy the following: j9. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent Provide handrail for stairways with 4 or of the total floor area in the room below.. The more risers. mezzanine floor must have a clear height of 7 feet, above and below, and must have the long Handrail shall be 34" above the nosing of side open to the room below except for posts treads. (per Title 24) and protective walls or railings not exceeding 42" in height. Section 1716. C. The handgrip portion of handrail shall be not less than 1 1/211, nor more than 2" in 4D. 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. /7. Every stairway landing shall have a dimension, _ ___ f measured in the direction of travel, at least XITs • STAIJAYS • AM RAnDIGS equal to the stairway width. Such dimension / . need not exceed 36 inches. Section 3306 (g), i4. Floors above the second story shall have not / 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 B. A door may open inward at the top step of a higher than immediately above the second story. stairway provided the top step is not more 2. When the third floor within a unit does not than 7 1/2" lower than the floor level. exceed 500 sq. ft., only one exit need be Section 3304 (i). provided. Section 3303(a). / j Required exit doorways shall be not less than 99. Provide details of winding stairway complying / with Section 3306 (d): 1 36" in width and not less than 61 8" in height, ( and shall be capable of opening at least 90 Minimum tread is 6 inches at any point degrees. Section 3304 (f). and minimum 9 inches at a point 12 inches 1f3. Provide 36" high protective railing for from where the treads are narrowest. I porches, balconies, and open sides of stair Maximum rise is 8 inches. landings. Openings between railing shall be less than 611 . . Section 1711. .. C. Minimum width is 36 inches. 44. Show how guardrail connection details• are adequate to support 20 pounds per lineal foot at a right angle to the top rail... Table 23-3. DoEs' iaT P9Pcn cnUu F.uto cLL)ec.r,u) DT*,LS 1O RE1iJD. /L 1/16/90 4 5? Provide spiral stairway details, per Section ( 3306 (f): 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. C. Minimum headroom is 6 feet 6 inches 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. k. Spiral stairways maynot be used for "required exits when the area served-.is greater. than I00 sq. ft. Section 3306 (f). Provide I.C.B.0. 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. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 5/. The walls -and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). G: ROOFThG Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. p. Specify root material and application. Chapter 32. •. . ..•, If9. Specify I.C.B.O. or U.L. approval number for 1 roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 6 . Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 6 . Show roof drains and overflows. Section 3207. 6 Provide skylight details _to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. 13. Plastic skylights must be separated from each other by.at least 4 feet. Section 5207 (a) 6. /4. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50W4 of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASOMff 19, Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. /6. 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. Show height and construction details of all masonry walls. Chapter 24. 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. Show a minimum 2" air space and flashing ( between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 71). Garage requires one-hour fire protection on I the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 71. 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) 7j. Show 1 3/8" solid core self-closing door for I openings between garage and dwelling. Section / 503 (d). 74. Garages are not permitted to open into a room ( used for sleeping purposes. Section 1104. 12/11/89 . . 5 rovide notes on the foundation plan listing he soils report recommendation for oundations, slab and building pad preparation. rovide a letter from the soils engineer onfirming that the foundation plan, grading Ian and specifications have been reviewed and hat it has been determined that the ecommendations in the soils report are roperly incorporated into the construction ocuments (when required by the soil report). 82. The soils report recommendations excavations be reviewed by soils engrneer. 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: L) MEF. R.QIII 9= S Y .i L PPbQ,.i The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." /3. Show height of all foundation walls. Chapter 23. 8/. Show height of retained earth on all foundation walls. Chapter 23. is. 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. $1 Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 8 . Note on plans that surface water will drain / away from building and show drainage pattern and key elevations. Section 2905 (f). 88. Dimension foundation per U.B.C. Table 29A: Floors Footine Supported* Steowall 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. 9/. Show foundation bolt size and spacing. 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). 91. If required, show size, lisbedment and location / of hold down anchors on foundation plan. Section 302 (d). occupancy separation is not required between i-port and residence, provided the carport is en on two or more sides and has no enclosed es above. Section 503 (a) Exception 3. ow garage framing sections, size of header er garage opening, lateral cross bracing at ate line, method bracing garage front and lddowflS if required. Chapter 23. TE: Naxilnufli shear panel height-to-width tio is 3 1/2 to 1 for plywood. Table 25-I. -ors may open into the garage only if the oor or landing in the garage is not more than e inch lower than the door threshold. :ctiOfl 3304 (i). ovide an 18" raised platform for any.'FAIJ, Lter heater, or other device in the garage dcli may generate a flame or spark. UHC ction 508, UPC Section 1310 (a). r soils report, note on the plan the soils Lassification, whether or not the soil is cpan.sive and note. the allowable bearing value. action 2905 (c). e foundation plan does not comply with the ,ils report recommendations for this project. lease review the report and modify design, tes and details as required to show inpliance: 189 6. Show that water heater is adequately braced to / resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. I UPC 909 (d). WISE INSULATION (1xJpL) l4. Show details of duplex common (party) walls and I floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 15. 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. )66. 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. 167 Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building glans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerwv Conservation Requirements". 1 . Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds ( 45,000 Bill/Hr. - 172. 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. 174. Provide fluorescent general lighting in I kitchen(s) per CAC, Title 21., 2-5352(3). CASBAD S.F.D. & DUPLEX SUPPL4T 1714. Energy conservation design should be for Zone 7. -ST/Li— PLJA&1 l. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type 6 e (city policy). 17. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 8. Note "two 3/4" copper pipes must be installed 4 to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). if 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). 18/). Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 11. Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. 18 . All new residential buildings, including I additions, require a soils report. Please submit two copies. 1. Heavy timber framing, minimum 6" x 10" beams I 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). 1j4. All structures require a Class B roof I covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. S. City Ordinance 9792 requires two parking I spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 1/16/90 10 All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. l. Please see additional corrections, or remarks, on the following page. 1 8. To speed up the recheck process, note on this list (or a copy) where each correction itemhas been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 1 9 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 contacted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact__________________ EIL,/i1i )sxø 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. ?r PPiM,'II iOiP)k.. C,jpigg( 3933 ,, r-og. S1yu(,iiT$ Ds (9 111')SJ10(i Ig1 SIDE YPv on 7- -rreo- J P;L.- ThS&,LY WALL. R.'o. roa ceyrEJ)nJAc PE.e. p-r jL)( 'M 7--5. b) Pi.r0w1mJ(I 4.i/i/ci Is. J,z --/i IVA-u LLOAth U -r jr / -,ie. c) L)(7 #1_,;?_5 if/IT f$f66i)PY - I -Me. Wo as ?3 r,- AJo DPe-hz,cs i-. 'pthC/C/L,,J,7 fñE/e_ 1oiLh lm.c i - 4 0iv. LRA4 i2 '4- RA -3 0 FJ h.pus, b)PR .P9-443 70 AL=' '/Y/?. s,i7. 5 - eL52i,rJic'z6 Dor Th14,- L) /1ALtS. (Ii 5oLJ/')ry?V 51- f3i'. 4s#r R - _ PLA1t) h-p, /ô/, .tir-y. 1• i,)u r/I3 fltTCT. nc Pfs ,*rr h1- 1t /1RU6 0Z-5S. - 1/16/90 11 Thank you. Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (61.9) 560-1468 DATE:• 1A6.&4 y ?4 )990 JURISDICTION: CARLSBAD 4A, CTION PEP ER) COPY PLAN CHECK NO: SET: us PROJECT ADDRESS: /Q9 oeE,) : . DDESIGNER PROJECT NAME: jJ-1 Room _ApO, D 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. grA The check list transmitted herewith is for your information. EM The plans are. being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy. of the check list has been sent to: ' P /JI 4JL 4A4 0 4 ?.Oo Esgil staff didnot advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone #________________ U REMARKS: Enclosures: Jk,' ESGIL CORPORATION o2'V9 • OGA • 0 AA 0 VW • 0 DM 1ff -,'.•- JURISDICTION: CITY OF CARLSBAD IFAVNP~W- 10 ME rIff.IX-TI; ~'f MV-21w- MOM PLAN (REEICN SMW CITY OF CARLSBAD S.E. FAMILY AND DOPLICK ThRLLTh( FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 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 edit-ions 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 sneed un the recheck nrocess. 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 um list when you submit the revised plans. Date plans received by jurisdiction: Date plans received .by Esgil Corporation: Date initial plan check completed: By:t?I6ttI 1Kiisci&r# Applicant contact person: 4. I4é# Telephone: 95'. I9Y NOTE: PAGE NIIBS ARE NOT IN SJ4CE AS PAGas Banc NO ran mmnw QREt.IONS WSEE - TM List No. 12, Carlsbad Single Family Dwelling and' Duplex With All Supplements. (1988 UBC) PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: TO R. Esgil Corporation, 9320 Chesapeake Drive, Suite#208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on th& Title Sheet of the-plans, the . name of the legal owner and flame of person. responsible for the preparation of the plans. Section 302(a)7. . All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible 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). 7. 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. 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. Sectioh 302(d). •. l. Show on the title sheet all structures,. pools, / walls, etc. included unde'3F this application. ( Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement / or a story, based on the definitions in ( Sections 403 and 420. Plot the finish grade -. (as defined) on the elevations and dimension the distance to the floor above, for story determination. 12. 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. ITEM . REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILESJCAISSONS DESIGNER-SPECIFIED OTHER P 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 1/. Exterior walls closer than 3 feet to a property I line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. /5. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. 1/. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. /7- Plastic skylights shall not be installed within that portion of a roof located, within a distance to property line where openings in exterior walls axe, prohibited or• requlred to be protected. •' -. Section 5207 (a) 7. ....••. 1/. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber I or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke ,4tector: a. Centrally located in corridor or area giving access to sleeping rooms. 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. 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. 2/. Habitable rooms,. other than kitchens, shall F contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 2,1 Window area must be at least 1/10 of the floor / area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 2/ 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)). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% Open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). 0 £R-rit DI 8DP.(fl Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Ductless fans cannot be used in bathrooms if a tub or shower is present. 2/. No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). /0. Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207 (a). 3/ Show ceiling height for laundry rooms, I 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). 33. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent.to doors and glazing adjacent to walking surfaces. Section 5406. Aeeew 4OIL.6 G Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 35. Glazing in showe/and/tub enclosures shall be 0 tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 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). 1• 12/12/89 . . - 3 3/ Sleeping rooms shall-have a window or exterior door for emergency exit. Sill-height shall not zj. Provide stairway and landingdetails. Section 1 3306 (b), (c) and (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 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" 4. Basements in dwelling units shall comly with minimum. the above (even if not designated as sleeping rooms). Minimum headroom is 61 -611 . 3/. Walls and floors separating units in a.duplex C. Minimum width is 36". shall be of one-hour fire-resistive r construction. ' 4f. fl handrails per Section 3306 (j), shall (satisfy the following: /9. A mezzanine is an intermediate floor...** and may' not have 'a floor. area exceeding 33_1/3 percent Provide handrail for stairways with 4-or of the total floor area in the room below. The. more risers. mezzanine floor must have a clear height of 7 feet, above and below, and must have the long Handrail shall be 34" above the nosing' of side open to the room below except for posts treads. (per Title 24) and protective walls or railings not exceeding 42" in height. Section 1716. C. The iandgrip portion of handrail shall be not less than 1 1/211, nor more than 2" in 4D. 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. /7. Every stairway landing shall have a dimension, f measured in the direction of travel, at least ____ E=S, SThIAYS. AND, RAILINGS . equal to the stairway width. Such dimension / need not exceed 36 inches. Section 3306 (g), 411. Floors above, the second story shall have not / 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 B. A door may open inward at the top step of a higher than immediately above the second story. ' stairway provided the top step is not more 2. When the third floor'within a unit does not than 7 1/2" lower than the floor level. exceed 500 sq. ft., only one exit need be Section 3304 (i). provided. Section 3303(a). / j . Required exit doorways shall 'be not less than . Provide details of winding stairway complying / with Section 3306 (d): 1 36" in width and not less than 6'8" in height, I and shall be capable of opening at least 90 Minimum tread is 6 inches at any point degrees. Section 3304 (f). . and minimum 9 inches at a point 12 inches j3. Provide 36" high protective railing for from where the treads are narrowest. I porches, balconies, and open sides of stair Maximum rise is 8 inches. landings. Openings between railing shall be • less than 6". . Section 1711. ... 'Minimum width is 36 inches. 44. 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. • ,a/,1.7 DbE5 haT PP1b Cern'JY. PP.o.o &1C..-Tg0*) DTILS r-o,.... Wiwo. la,,.a.. 1/16/90 . ' ' , • 4 59 Provide spiral stairway details, per Section ( 3306 (f): 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. C. Minimum headroom is 6 feet 6 inches 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. k. Spiral stairways may 'hot be used for required I exits when the area served --is .greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal 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. Exterior stairways shall not project into the 3 l foot setback from the property lines. Section 3306 (n). sA. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a / 'minimum width of 36 inches. Section 3305 (b). 4--OTWI-711 e 56. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. Specify root material and application. Chapter 32. .. /19 Specify I.C.B.0. or U.L. approval number for roof materials not covered in.U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Provide skylight, details ..to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASOffff Provide fireplace construction details ornote construction to be' per attached fireplace standard drawing. chapter 37. /6. 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. i. Show height and construction detailS of all F masonry walls. Chapter 24. 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. Show a minimum 2" air space and flashing ( between planter andbuilding walls. Section 2516 (c) 7 GARAGE AND CARPORTS 7/). Garage requires one-hour fire protection, on I the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 71. 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) 7j. Show 1 3/8" solid core self-closing door for I openings between garage and dwelling. Section / 503 (d). i4. Garages are not permitted to open into a room ( used for sleeping purposes. Section 1104. 12/11/89 • • •' • • 5 An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a)Exception 3. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. 7/. Doors may open into the garage only if the f floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). if. Provide an 181, 'raised platform for any. FAU, / water heater, or other. deviàe 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). 7/. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:___________________________________ Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils . report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: r iiLJ £&rPbr The building, pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. jS. 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. $1 Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 1" 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, I or equal. Section 2516 (c) 3. 9/. Show foundation bolt size and spacing. Section 2907 (f). 9j. Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302 (d). If required, show size, imbedment and location of hold down anchors. on foundation plan. Section 302 (d). 12/11/89 . 6 9. If hold downs are required, note On plan.that I hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 9%. Show adequate footings under all bearing walls I and shear walls. Section 2907 (b). 9%. Show on the plans stepped footings for slopes ( steeper than 1:10. Section 2907 (c). 9/. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 9/. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9. Show minimum underfloor access of 18" x 24". ( Section 2516 (c). - ç4. Show minimum underflooi- venti.lation equal to 1 f sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAMING Show wall bracing. Every exterior wood Stud f 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. ioj. In 2-story buildings, shear panels at the first I 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. Section2517(g)3, Table 25-V. 1(12. Note cross bridging or blocking.. Floor joists f 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. 3. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls Section 2511(4) 3'.0 '2517 (h) 6 le. Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section.2517 (d) 5. 115. Show rafter ties. Rafter ties shall be spaced / not more than Le feet on canter and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1ç/6. Show rafter purlin braces to be not less than I 45 degrees to the horizontal. Section 2517 (h) 5. 19. Show double top plate with minimum 48" lap -' splice. Section 2517 (g) 2. 10. Show nailing will be in compliance with Table 25-Q. 1 i9. Show or note fire stops at the following 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; C. 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 d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. i/o. In duplexes, draft stops shall be provided in I floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. u4. Show stud size and spacing. Maximum allowable I stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. 1)6. Studs supporting two floors, a roof and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. ut. 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. 12/11/89 .. - ... . . . . 7 Detail all post-to-beam and post-to-footing PC connections and reference the detail to the Section 2516 (m). (,plan, Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 16. Specify nail size and spacing for all shear f walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4714 (d)]. ]47. Provide truss details and truss calculations I for this project. . Specify truss Identification numbers on the plans. Show 1/2" minimum clearance between top plate of inteior partitions ad bottom chord of trusses. (To' ensure loading, will be as designed). . 1)'9. Provide roof framing plan and floor framing plan. Section 302 (d). i4o. Provide framing sections through Section 302 (d). 17,1. Specify all header sizes for opening over '4' wide. Section 2517 (g) S. 1/2. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 43. Provide calculations for lateral loads, shear panels shear transfer and related. Section 302 (b5. l3. 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. 12J5. Show an' the plans all structural requirements developed in the structural calculations. Section 302 (d).' (See comments '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.basments 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. 1*. Individual' concrete or masonry piers shall f 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. 124. Show location of attic access with minimum I size 22" x 30". Section 3205. 1. Show draft separation. for attic areas between I units in a duplex. Section 2516 (f). Specify plywood thickness, grade and panel identification index. Table 25-S. 17~. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1/2. If foundation cripple wall .studs are less than 1 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4.. /33. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2 inches -by .& 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. 1. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 136. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. . I7. In open beam construction, provide strap ties 1 across the beams at 'the ridge . support. 'Section 2501 (b). MAYIICAL MIFM MANICAL cDE) All heating, ventilating, and cooling systems and appliances shall comply with the 'Uniform Mechanical Code. 12/11/89 ' . . . : 8 118. Show the size, location and type of all heating and cooling appliances or systems. 1j9. Show source of combustion air to furnace, per I Chapter 6, UMC. S 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. 0 . Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Furnace shall not be installed in any bedroom, I bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or.electric heating appliance. Section 704 UMC. l#. Show I.C.B.0. approval number for prefab fireplace. lIe.. Show access to the attic containing equipment ( to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. 115. Where equipment is installed in the attic, the (. distance from the attic access to such equipment shall nto exceed 20 feet. 4. Note that passageway to the attic furnace shall. be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708.. UMC. Show permanent electrical outlet and lighting I fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. l. Provide dryer vent to outside. UMC, Section f 1903. ELICAL (NATIONAL ELFICAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the axnrage 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. ]2. Show location of all electrical receptacles. 1j3. Electrical receptacle locations and/or spacing I is not adequate in___________________________ 144. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets. in bathrooms, kitchen I 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. 156. Note electrical system ground to be provided I per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBING CODE) l7. Show water heater size, type and location on plans. UPC, Section 1301. l ( 8. 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. 119. Fuel combustion water heater. shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. l. Provide adequate barrier to protect water / heater from vehicle damage. An 18" platform / for the water heater does not satisfy this requirement. UPC, Section 1310. 11. Show T and P valve on water heater and show ( route of discharge line to exterior. UPC, Section 1007 (e). 12/11/89 . . . 9 1/2. Show that water heater is adequately braced to I resist seismic forces, when not connected by rigid pipe. IJMC Section 504(d). 1 6. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. I •UPC 909 (d). WISE INSULATION (IxJPLKxgs) 1I . Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls, of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. S. Show how penetrations of assemblies for piping, f electrical devices, recessed cabinets, bathtubs, soffits, 0r heating ventilating, or exhaust ducts shall, be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. )66. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 24. CONSERVATION 167 Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-lR. Specify on the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make,' model and efficiency. of,the Space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. . For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 174. Provide fluorescent general lifting in I kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPIMERT 174. Energy conservation design should be for Zone 7. 17k. Floor drains must have auto-prime (city policy). 176 Note exhaust fans cannot be ductless type (city policy). 1117. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). lj'8. Note "two 3/4" copper pipes must be. installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). llj. 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 t attached Policy 80-8,. where interior living space occurs below grade at the masonry wall(s). ll. Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. 182. All new. residential buildings, including additions, require a soils report. Please submit two copies. l. Heavy timber framing, minimum 6" x 10" beams I 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). 14. All structures require a Class B roof 1 covering, except room additions. If a room addition covers all of . the existing building (2nd story.addition), then the above exception doesn't apply. S. City Ordinance 9792 requires two parking I spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 10 aE : • I; - LI • 111 ji~ 1 I , a - - -- I FRR 6 0 p l. All chimneys attached to any appliance or j 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 are 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. Please see additional corrections, or remarks, on the following page. 188. 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. 189 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact___________________ e/LiE2) PAi)t)nr## at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1/16/90 Date t2b4194 JurisdictionCARLSBAD Prepared byt Bldg. Dept. j VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. _D-4 - BUILDING ADDRESS 021o fi O -~r APPLICANT/CONTACT J1 PHONE NO.9 —/999 BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 2 13/ Air Conditioninz Commercial @ ____________________ Residential Res. or Comm. Fire_SDrinklers - Total Value 1. Buildirid Permit Fee.$ Plan Check Fee $ s COMt1ENTs SHEET / OF,/ 12/87 C C C H H H E E E 5 ~' D W BUILDING PLANCHECK ENGINEERING CHECKLIST C; DATE: 2-ZfO PLANCHECK NO.___________ 1 2 3 2O0S7 S N R 1 0 0 w'v y ,qoir,a.' ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION _k _ITEM SELECTED PROJECT ID: %N/e..&L /9IZ3'7)i) Gi LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: north arrow, pro erty lines, easements, existing and proposed structures, s ree , in stitimproiñii ht-of- iäwi?an imensioned setbacks. 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. Provide legal description and Assessors Parcel Number. Discretionary _Approval Compliance X . 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:___________ FieldReview Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: . A. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required toaccess site, create pad or provide for ultimate street improvement. FRM0010.OH 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.: By: Imorovement Reaul rements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:__________________________________________ Improvement plans signed, Date: By: FRMOO1O.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). X 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Insøector 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: X 18. 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. FRMOO1O.DH 08/29/89 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By:________________ Fees Required Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee:_______ 23. Traffic Impact Fee Fee Per Unit: - Total Fee:________ /-24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: -_t Public Facilities Fee required. *j.€ Facilities Management Fee Zone: I Fee: /V4f- 27. Sewer Fees Permit No. EDU's Xvlw- ________________ Fee: '"itp a Sewer Lateequired: Fee: -04 4CQk REMARKS: .S&l rELFPO%\F ao,r inki. Rrk AJt P!X/J ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: EELL Date: (600 FRM001O.DH 08/29/89 5425. *26. - IlL PLANNING CHECKLIST Plan Check No. 2 5— Address 2-689 oc&J s APN: 203 -/o - c Planner Phone 438-1161 (Name) Type of Project and Use 'Pb Zone Facilities Management Zone / Legend Item Complete Item Incomplete - Needs your action M60 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES NO X. TYPE DATE OF COMPLETION: Compliance with conditions of approval? require action. Conditions of Approval If not, state conditions which D Discretionary Action Required: YES NO xl TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Landscape Plan Required: YES_ NO See attached submittal requirements for landscape plans Site Plan: 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and propo s e d structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. .•.. - Provide legal description of property. Provide assessor's parcel number. Zoning: Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Requi red O Shown ___ Required 5 Shown 5 Required ' Shown Required /0 Shown Required 5VKShown Z'Z Required Z Shown Parking: Spaces Required 2— Shown 2_. Guest Spaces Required Shown Additional comments and remarks have been made on the building p l a n s . T h e s e marked-up plans may be picked up at the Building Department. Th e s e m a r k e d - up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO ______ Additional Comments 111-11c,) //o(-, -7 'ii) A-td 1 c%'iL//' ôP >'o(IP STPcP..P IS vo co)jp.i,,u(I. 4 /U QA-) Ci." . c, ' 4147 %. Vatip 4,,j,.I W ,4,;1'uy7_ A L4e.vAU447. cvr YcV.9- is 27 ', /c.r,cfrJ' 7-? c>— / ç IOJ 7%-/E 5fl,7_i ttj-i e..i,j •7i 1 , :•&.-7 j) -,.r(w' ji- S'.3p £eT--t\ i.,VI) SAMar ;Q /v'.'?- ;)/•.4:.. 7?c7/-1 lA)/f I ,ñçr &i'-7c7J" i.)V _17117 y,%-12.P •?i • ., ,., -j_ ;c WZ ys C4d.Z7 AT &y. 7(,W fL7,ZMi. y'7/'4 77- 2 AUeZ— TL.4C, -. . ;-.- •-t' .7 . .. ,.:.,2. •D. . OK TO ISSUE DATE fli LIr/ --J STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION N DIEGO COAST DISTRICT 33 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 Mr. John Helm 7628 El Camino Real Suite 201 Carlsbad, CA 92008 NOTICE OF ACCEPTANCE Date:'October 23, 1990 Applicant: J.. Richard Kunkel Document or Plans: Revised Plans; Assumption of Risk; Future Development Restriction Submitted in compliance with Special Condition(s) No(s). 1, 2, 3 of Coastal Development Permit No.6-90-25 Material submitted in compliance with said Special Condition(s) of your development permit has been reviewed by the District Director and found to fulfill the requirements of said condition(s). Your submitted material and a copy of this letter have been made a part of the permanent file. Sincerely, Charles Damm District Director By: Paul B. Webb (2391N) STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION 4 DIEGO COAST DISTRICT 3 CAMINO DEL RIO SOUTH, SUITE 125 Date: July 12.1990 0 SAN DIEGO, CA 92108-3520 Permit No.: 6-90-25 (619) 297-9740 PERMIT AUTHORIZATION Applicant: J. Richard Kunkel Please be advised that you are hereby authorized to proceed with development of your project, permit number 6-90-25 , which was reported to the Commission on July 11. 1990 . Development of your project is subject to compliance with all terms and conditions specified in the Administrative Permit which was sent to you on June 18,-1990 -. Should you have any questions, please contact our office. PETER DOUGLAS Executive Director byI 3 jJL INVESIGATIa $j ' . lu 1 ! ii) ps') (•1 2686 OCEAN STREET CARLSBAD, CALIFORNIA PREPARED FOR: Mr. Richard Kunkel 2689 Ocean Street Carlsbad, California 92008 PREPARED BY: Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCONDIOD, CALIF. 92025 • T E L E 746-4544 May 18, 1990 Mr. Richard Kunkel SCS&T 9021052 2689 Ocean Street Report No. 1 Carlsbad, California 92008 SUBJECT: Report of Geotechnical Investigation, Kunkel Residence Addition, 2689 Ocean Street, Carlsbad, California. Dear Mr. Kunkel: In accordance with your request, we have performed a geótechnical investigation for the subject project. We are presenting herewith our findings and recoimendations. In general, we found the site suitable for the proposed development provided the reconitendations presented in the attached report are followed. If you have any questions after reviewing the findings and reconinendations contained in the attached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, & /IESTING, INC. r)&' 7 C Daniel B. er, R.C.E. #360h Curtis R. Burdett, C.E.G. #1090 DBA:CRB :nr cc: (2) Submitted (4) John Helm Architects (1) SCS&T, Escondido B. NO. 36037 EXP. 6-30-92 0 R. NO. 1090 CERTIFIED ENGINEERING GEOLOGIST C M- SOUTHERN CALIFORNIA SOIL AND TESTING. INC. PAGE Introduction and Project Description .1 ProjectScope .............................................................. 1 Findings...................................................................2 SiteDescription.......................................................2 General Geology and Subsurface Conditions..............................3 Geologic Setting and Soil Descriptions............................3 TectonicSetting..................................................3 GeologicHazards.......................................................4 General...........................................................4 Groundshalcing...................................................... 4 Tsunamis..........................................................5 Erosion............................................................ 5 Conclusion and Reconuendations ............................................. 5 General................................................................5 Foundations............................................................6 General...........................................................6 Reinforceirent..................................................... 6 FoundationExcavation Observation.................................6 ExteriorSlabs-on-Grade ........................................... 7 Expansive Characteristics.........................................7 SettlenentCharacteristics.........................................7 LateralResistance................................................7 SurfaceDrainage.......................................................8 Limitations................................................................8 Review, Observation and Testing........................................8 Uniformity of Conditions...............................................8 Change in Scope........................................................9 Titre Limitations.......................................................9 Professional Standard ............................... . ................... 9 Client's Responsibility...............................................10 FieldExplorations ........................................................ 10 Laboratory Testing........................................................10 FIQJRE Figure 1 Site Vicinity Map, Follows Page 1 Plate 1 Plot Plan Plate 2 Subsurface Exploration Legend Plates 3-4 Pit togs Plate 5 Grain Size Distribution Plate 6 Direct Shear Sumnary Plate 7 Weakened Plane Joint Detail SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCONDIDO, CALIF. 92025 • T E L E 746-4544 INVESTIGATI KUNKEL RESIDENCE ADDITION 2689 OCEAN STREET CARLSBAD, CALIFORNIA This report presents the results of our geotechnical investigation for a proposed residential addition located at 2869 Ocean Street in the City of Carlsbad, California. The site location is illustrated on the following Figure Number 1. It is our understanding that the proposed inprovenents will consist of a second story addition over an existing garage and enclosing an existing second and third-story balcony located at the rear of the structure. New and existing shallow foundations are proposed. To assist in the preparation of this report, we were provided with an undated site plan prepared by John Helm Architect, Incorporated. The site configuration and approximate location of our subsurface explorations are shown on Plate Number 1 of this report. This investigation consisted of: surface reconnaissance, subsurface explorations, obtaining representative disturbed and undisturbed samples, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SOUTHERN CALIFORNIA SOIL & TISTINS,INC. KIJNKEL RESIDENCE ADDITION lay: DBAIEM I DATE: 5-11-90 91052 FIGURE #1 SCS&T 9021052 May 18, 1990 Page 2 laboratory testing, analysis of the field and laboratory data, research of available geological literature pertaining to the site, and preparation of this report. More specifically, the intent of this analysis was to: Explore the subsurface conditions to the depths influenced by the proposed construction. Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence proposed development, including their bearing capacities, expansive characteristics and settlement potential. C) Describe the general geology at the site including possible geologic hazards which could have an effect on the site development. Address potential construction difficulties and provide recorrnendations concerning these problems. Recoimend an appropriate foundation system for the type of structure anticipated and develop soil engineering design criteria for the reconmended foundation design. h 'I P Sl l I ii The project site is a rectangular parcel with dimensions of approximately 25 feet by 150 feet, located adjacent to and vest of Ocean Street in the City of Carlsbad. The site is bounded by Ocean Street to the east, the Pacific Ocean to the west, and developed residential lots to the north and south. The site supports a single-family residence which is to receive addition on both the east and west. SCS&T 9021052 May 18, 1990 Page 3 Total topographic relief from front to rear is on the order of 30 feet. Generally, the site slopes fiDderately downward toward the west, but the natural topography has apparently been altered by cutting into the slope to accommodate the existing structure. A retaining wall is present between the second-story and third-story portions of the structure. A concrete and timber seawall has been erected on the westernmost portion of the lot to impede erosion. The existing footing at the rear of the structure was exposed in Pit Number - and extends to a depth of 36 inches. [e ii e1i ZI IZiSj iJ ') 1W ki (I; (X]L(XIC SCUM Nil) SOIL DCRIFrIC6: The project site is located within the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary-age sediments and transient beach rock and beach sands. Quaternary-age marine terrace deposits were encountered over most of the site, consisting largely of reddish-brown, fine to medium grained, medium dense, slightly silty sand and grayish brown, medium dense, clayey sand. Beach deposits occur at the westernmost portion at the site, consisting of well-rounded gray gravel and cobbles underlain by gray to buff, fine to medium-grained clean sand. These materials were deposited by ongoing wave action. ¶I1X'ixxIIC SE'I' FT? : No faults are known to traverse the subject site but it should be noted that much of Southern California, including the San Diego County area, is characterized by a series of Quaternary-age fault zones which typically consist of several individual, en echelon faults that generally strike in a northerly to northwesterly direction. Some of these fault zones (and the individual faults within the zones) are classified as active while others are classified as only potentially active according to the criteria of the California Division of Mines and Geology. Active fault zones are those which have shown conclusive evidence of faulting during the SCS&T 9021052 May 18, 1990 1 Page 4 Holocene Epoch (the most recent 11,000 years) while potentially active fault zones have demonstrated novennt during the Pleistocene Epoch (11,000 to 2 million years before the present) but no novemant during Holocene Time. A review of available geologic maps indicates that the site is approximately 5 miles east of the Rose Canyon Fault Zone. Other active fault zones in the region that could possibly affect the site include the San Clemente Fault Zone to the southwest and the Elsinore and San Jacinto Fault Zones to the northeast. [e ei f.e1 (s• L%'A, GENERAL: The site is located in an area which certain types of geologic hazards could potentially affect the site during the assumed life of the remodeled structure (50 years). Some of these potential hazards are discussed below. GROUNDSHAKING: One geologic hazard likely to affect the site is groundshaking as a result of movement along one of the major, active fault zones mentioned above. The maxi.num bedrock accelerations that would be attributed to a maximum probable earthquake occurring along the nearest portion of selected fault zones that could affect the site are summarized in the following Table I. Maxiimim Probable Bedrock Design Fault Zone Distance Earthquake Acceleration Acceleration Rose Canyon 5 miles 6.5 magnitude 0.47 g 0.32 g Elsinore 24 miles 7.3 magnitude 0.24 g 0.16 g San Jacinto 47 miles 7.8 magnitude 0.13 g 0.09 g San Clemente 55 miles 7.3 magnitude 0.08 g 0.06 g SCS&T 9021052 May 18, 1990 Page 5 Experience has shown that structures that are constructed in accordance with the Uniform Building Code are fairly resistant to seismic related hazards. It is, therefore, our opinion that structural damage .is unlikely if such buildings are designed and constructed in accordance with the minimum standards of the most recent edition of the Uniform Building Code. 7SUN7MIS: Historically, the San Diego area has been free of tsunami related hazards, and tsunamis reaching San Diego have generally been well within the normal tidal range. It is thought that the wide continental margin off the coast acts to diffuse and reflect the wave energy of remotely generated tsunamis. The largest tsunami to reach San Diego's coast was 4.6 feet, generated by the 1960 earthquake in south Chile. No locally generated tsunamis are known to have occurred in the San Diego area. However, it is speculated that a major earthquake along one of the major offshore faults would have the potential of generating a tsunami capable of inflicting damage to the San Diego coastal region. A lack of knowledge about the offshore fault systems makes it difficult to assess the risk due to locally generated tsunamis. Considering the fact that a major tsunami has not occurred in 175 years of recorded history, the risk of such an event occurring in the near future appears nominal. EROSION: The materials at the site are generally non-cohesive and are susceptible to erosion. The existing sea wall on the western portion of the site and existing vegetation on the site will serve to impede erosion. The homeowner should be continually vigilant and ascertain that the erosion-protection measures remain in good condition. In general, no geotechnical conditions ware encountered which would preclude the development of the site as presently, proposed provided the reccimendations presented herein are followed. SCS&T 9021052 May 18, 1990 Page 6 The site is underlain by terrace deposits consisting of moderately expansive clayey sands and slightly silty sands. These deposits are typically low to moderately compressible and should provide suitable support for the proposed additions. It is our understanding that existing and new footings will be utilized for the support of the additions. This condition will increase the potential for differential settlement since three foundation conditions will exist; new footings, old footings with additional loads, and old footings without new loads. It is our opinion that this condition may result in relatively minor cosmetic distress to the proposed structure but will not affect its structural integrity. GENERAL: New and existing shallow foundations may be utilized for the support of the proposed additions. New footings should have a minimum depth of 18 inches below lowest adjacent finish grade. A minimum width of 12 inches is recommended for continuous footings. It is assumed that existing footings are at least 12 inches deep and 12 inches wide. The minimum dimensions of existing footings should be verified prior to the start of construction. A bearing capacity of 2000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. Footings located near the existing rear slopes should be extended to a depth such that a minimum horizontal distance of ten feet exists between the footing and the face of the slope. RED1FXCEM1I: Continuous footings should be reinforced with one No. 5 bar positioned near the bottom of the footing and one No. 5 bar positioned near the top of the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. FOUNDATION EXCAVATION OBSERVATION: All footing excavations should be observed by a representative from this office to ascertain that no unforeseen adverse conditions are encountered. SCS&T 9021052 May 18, 1990 Page 7 EXTERIOR SLAW-CH-GRADE: Exterior slabs should have a minimum thickness of four inches. Walks or slabs five feet in width should be reinforced with 6 "x6 "-Wi. 4xWi .4 (6"x6"-10/10) welded wire mesh and provided with weakened plane joints. Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center lines. Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet inside the exterior perinter as indicated on attached Plate Number 7. Both traverse and longitudinal weakened plane joints should be constructed as detailed in Plate Number 7. Exterior slabs adjacent to doors and garage openings should be connected to the footings by dowels consisting of No. 3 reinforcing bars placed at 24-inch intervals extending 18 inches into the footing and the slab. EXPANSIVE CliAR'I'ERISTICS: The prevailing foundation soils were found to be nondetrimentafly to moderately expansive. The recommendations presented in this report reflect a moderately expansive condition. SE'I'flEMENr (17R%CJ.ERISflCS: The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented in this report are followed. It should be recognized that minor cracks normally occur in concrete slabs and foundations due to shrinkage during curing or redistribution of stresses and some cracks way be anticipated. Such cracks are not necessarily an indication of excessive vertical movements. LATERAL RIS'rNCE: Resistance to lateral loads way be provided by friction at the base of the footing and by passive pressure against the adjacent soil. For concrete footings on compacted soil, a coefficient of friction of 0.35 may be used. For calculating passive pressure, an equivalent fluid unit weight of 3000 pounds per cubic foot may be used. Passive pressure should not exceed 1,500 pounds per square foot. When combining frictional and passive resistance, the latter should be reduced by one-third. SCS&T 9021052 May 18, 1990 Page 8 SURFE DRAINAGE It is recommended that all surface drainage be directed away from the structure and the top of slopes. Ponding of water should not be allowed adjacent to the foundation. I A I TV I hI kPI 4 (Iii.- The recommendations presented in this report are contingent upon our review of final plans and specifications. Such plans and specifications should be made available to the geotechnical engineer and engineering geologist so that they may review and verify their compliance with this report and with Chapter 70 of the Uniform Building Code. It is reconiiended that Southern California Soil & Testing, Inc. be retained to provide continuous soil engineering services during the earthwork operations. This is to verify compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. Lii IcsIhhI,'L.ic&, The reconuendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and on the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the geotechnical engineer so that he may make modifications if necessary. SCS&T 9021052 May 18, 1990 Page 9 [Sd r I ISiei This office should be advised of any changes in the project scope or proposed site grading so that we may determine if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. I I 1:d • ,l IS d W II (• The findings 'of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the Standards-of-Practice and/or Goverment Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and reconinendations. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the sane locality. The client recognizes that subsurface conditions may vary from those encountered at the locations where our trenches, surveys, and explorations are made, and that our data, interpretations, and reconuendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recoiniendations, but shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written repots or findings. SCS&T 9021052 May 18, 1990 Page 10 c[IIEur 'S RESPSIBUITY It is the responsibility of Mr. Richard Kunkel, or his representatives to ensure that the information and recoimndations contained herein are brought to the attention of the structural engineer and architect for the project and incorporated into the project's plans and specifications. It is further his responsibility to take the necessary measures to insure that the contractor and his subcontractors carry out such recomindations during construction. j p ;i F oil Four subsurface explorations were made at the locations indicated on the attached Plate Number 1 on March 30, 1990. These explorations consisted of hand dug test pits. The field work was conducted under. the observation of our engineering geology personnel. The explorations were carefully logged when made. These logs are presented on the following Plates Number 3 and 4. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart on Plate 2. In addition, a verbal textural description, the wet color, the apparent moisture, and the density or consistency are provided. The density of granular soils is given as either very loose, loose, medium dense, dense, or very dense. The consistency of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff, or hard. Disturbed and undisturbed samples of typical and representative soils were obtained and returned to the laboratory for testing. Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (STM) test methods or suggested procedures. A brief description of the tests performed is presented below: SCS&T 9021052 May 18, 1990 Page 11 CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. 1()IS1JRE-IITY: In-place noisture contents and dry densities were determined for representative soil samples. This information was an aid to classification and permitted recognition of variations in material consistency with depth. The dry unit weight is determined in pounds per cubic foot, and the in-place moisture content is determined as a percentage of the soil's dry weight. The results are summarized in the pit logs. C) GRAIN SIZE DISTRIBUTION: The grain size distribution was determined for representative samples of the native soils in accordance with ASTM D422. The results of these tests are presented on Plate Number 5. d) EXPANSION INDEX TESTS: Expansion index testS on remolded samples were performed on representative samples of soils likely to be present at finish grade. The test was performed on the portion of the sample passing the #4 standard sieve. The sample was brought to optimum moisture content then dried back to a constant moisture content for 12 hours at 230 +/- 9 degrees Fahrenheit. The specimen was then compacted in a 4-inch-diameter mold in two equal layers by means of a tamper, then trimmed to a final height of 1 inch, and brought to a saturation of approximately 50%. The specimen was placed in a consolidometer with porous stones at the top and bottom, a total normal load of 12.63 pounds was placed (144.7 psf), and the sample was allowed to consolidate for a period of 10 minutes. The sample was allowed to become saturated, and the change in vertical movement was recorded until the rate of expansion became nominal. The expansion index is reported below as the total vertical displacement times the fraction of the sample passing the #4 sieve tines 1000. SCS&T 9021052 May 18, 1990 Page 12 EXPANSION INDEX TEST RESULTS Sample Number: P3 @ 21-2.5' Initial Moisture Content: 10.5% Initial Density: 101.7 pcf Final Moisture Content: 22.4% Expansive Index: 63 P4 @ 3'-4' 10.1% 108.7 pcf 20.6% 50 CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very low 21-50 low 51-90 medium 91-130 high Above 130 very high e) Dna3LV SHEAR IJti: Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed to accommodate a sample having a diameter of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and a saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0.05 inches per minute. The results of these tests are presented on attached Plate Number 6. BEACH P3 r 4 EXISTING RESIDENCE. 2689 LEGEND PIT LOCATION I 'AREAS OF NEW CONSTRUCTION - --- PROPERTY LINE P EXISTING DRIVEWAY TO BE REPLACED OCEAN STREET <4 SOUTHERN CALIFORNIA > SOIL & TI$TINQ INC. SCALE 181=20' 0 10 20 30. 40 KUNKEL RESIDENCE ADDITiON. DBA/EM b DATE: 5-I640 INUNSER: 9021052 PLATE #1 I SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES COARSE GRAINED, more than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel- More than half of sand mixtures, little or no coarse fraction is fines. larger than No. 4 GP Poorly graded gravels, gravel sieve size but sand mixtures, little or no smaller than 3". fines. GRAVELS WITH FINES GM Silty gravels, poorly graded (Appreciable amount gravel-sand-silt mixtures. of fines) GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SANDS CLEAN SANDS SW Well graded sand, gravelly More than half of sands, little or no fines. coarse fraction is SP Poorly graded sands, gravelly smaller than No. 4 sands, little or no fines. sieve size. SANDS WITH FINES SM Silty sands, poorly graded (Appreciable amount sand and silty mixtures. of fines) SC Clayey sands, poorly graded sand and clay mixtures. FINE GRAINED, more than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas- ticity. Liquid Limit CL Inorganic clays of low to less than 50 medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. DL Organic silts and organic silty clays or low plasticity. SILTS AND CLAYS MN Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high greater than 50 plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. - Water level at time of excavation CK - Undisturbed chunk sample or as indicated BG - Bulk sample US - Undisturbed, driven ring sample SP - Standard penetration sample or tube sample <* SOUTHERN CALIFORNIA > SOIL I TISTING,INC. CRB IDATE: 4-20-90 UMBER: 9021052 IP1ate No. 2 • >. F- PIT NUMBER 1 I Z I >. ca cc F- cc LU 0. LU ELEVATION Cl) 0 0 I•- F- 0< Co O a DESCRIPTION 0 C.) SM! TERRACE DEPOSITS, Light Red Humid Medium I] s' Brown, SLIGHTLY SILTY SAND To Dense Moist DR I I I I 1106.6 I 9.9 BAG Pit Ended At 5' - DR = Density Ring - PIT NUMBER 2 0. - SM/ TERRACE DEPOSITS, Light Red Humid Medium - SP Brown, SLIGHTLY SILTY SAND To Dense DR Moist 121.7 10.3 21 DR 113.9 11.1 BAG 14 15 Pit Ended At 5 L SOUTHERN CALIFORNIA PROJECT: KUNKEL RESIDENCE ADDITION TESTiNG, INC. LOGGED BY: CRB DATE LOGGED: 4-20-90 _________________________________________ JOB NUMBER: 9021052 PLATE NUMBER: 3 SOIL & . w a I- Q. 0 0 ø Q, PIT NUMBER 3 ELEVATION DESCRIPTION 0- - Sc TERRACE DEPOSITS, Gray, - Brown, CLAYEY SAND 1.. 2DR 3DR 4. 5- - Pit Ended At 5' Footing 36" Deep - PIT NUMBER 4 0- - Sc TERRACE DEPOSITS, Gray, Brown, CLAYEY SAND 1- 2• 3]DR , DR 4 >- >- w Z jr WWU) U) W0 D2 >0 Ri <OW Q I- 2i.- (0 ••J< Oz O w -a 0 0 C) Very Medium Moist Dense 114.4 19.4 109.1 18.0 Very . Medium Moist IDense 109.1 18.0 113.6 16.1 1 1 I Pit Ended At 5' SOUTHERN CALIFORNIA IpRoIEcr: KUNKEL RESIDENCE ADDITION T—Q [LOGGED BY: CRB IDATE LOGGED: 4-20-90 I 'i' SOIL & TESTING, INC. NUMBER: 9021052 PLATE NUMBER: 4 1440 (50Gm) 440 (100Gm) I—U 1k-1L' .51 ____IIIIIIIIIUIIIIUIItIIIIIIHIiHLIIHIUll'lIIIHhI I"IIIIUIUIUUIIUIlINiI[HIHINIHhIU•uIHIIIIIrIIUIUI 'uIrIII•ItIUUINIliIIHIHIUIiHhiUIHIUI-HUHhI ___UIHIIIItHIUIINiIHIUINHIHhINI•IHIU1MH1P!U! 1 IIIIUIIIlIHhIIININiHIIIOIflhiHLiNIHIUMFIIUIU ___ HIUIIIUIIUUIIINIHHIHIflOIHhIIIHIIUIrllUHh1 UIIUIUIuIflhIHIUIIFHIflINllHhILIHPUtHUIUI _UIIUIUIUIHhIIIlIliIHIHIUIHhIIhOIILIiU 11111111 — IIIHiIIItIUUIIIIiIHIAhIHIHhIOiIUI 1111111 IIIIuiuiioouIuI.ImiItnIoI,oIflhIN..IHIiiI iunu 987654 3 2 987654 3 2 987654 3 2 987654 3 2 987654 3 2 987654 3 2 1000 tOO 10 1.0 0.1 .01 .001 GRAIN SIZE (mm) PARTICLE SIZE LIMITS BOULDER COBBLE GRAVEL SAND SILT OR CLAY COARSE FINE COARSE I MEDIUMS FINE (12") 3- 3/4" No. 4 No. 10 No. 40 No. 200 U.S. STANDARD SIEVE SIZE P2 @ 2'-4' ..uuuuuuuuuiuuuuu•. •U••U••U••U•uU••U•U•••UUuu•u uuuuuuu•u•••uiu•u• uiu•uuui••u•u•u••uuuui••••uiu .....u.............. .R......•• .......s.........••• .u............................................... u••u••uuuu••uuu•u •••u•••••••••••••••••••••••••• •••••••••• ••UUUU•••••U•••U•UI•U•U•UUUU•UU••UUU• .....................I............................ ••R•••••••••••U••••• ...U..••..................... •••••••••••• •••••••• ..........uuu.....u...UN....UU u.••••..••m••••••••••••••••••• u....u•uuu•u••uuuu ••URUUUUUUUU..•U•••••..•••U•U...U••UU•••UU•U•• uu................ ••••••••••••••••U••••••U•••U uu•••••••uumu.••.0 UU•UU•UU•UU••••U••••d•• ....................I..I.......u........,....... u••••••••••••••••••• •••••••••••••••••• •u•••••••• umuuu•••••u••••u. ••••••••••••U•UUU•••U••••••• •••••••••••••••••••• ulUuI•u•UI••••duUUU•UU•UUUU. 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U...u..uu.................... ............,....0 u•u uu••• ••u•••u•uu••••u•.• a•••.•.•i•u•uu. •••••.••••u••••••••• ••.••••••. ••••UUUUUdU•URU•UUU U••UU•••U•U•U•U••UU UUUUUU•UU .....a..........• .....u...UUU.U.....UUUU.•U•. ...UpUU.UUUI....UUIU.lU•U•lIUIU•U•UUU•IUI•UUU• ................... .......... .............U.••••• U..........UUU..U.iU.UU.•••. ...........uu...... ..••u.a.....I..... ••••••••u•U•u•••UUUUUUU•URU• ... . ._ .___ ._ _. •••u • •. • • • • .• • ... .•.. . • ..•• KUNKEL RESIDENCE ADDITION CRB ]DATE: 42090 TRANSVERSE 3' 3' WEAKENED PLANE JOINTS I j G'_ ON CENTER SLABS IN EXCESS OF SLABS' 5 TO 10 10 FEET IN WIDTH FEET IN WIDTH PLAN NO SCALE TOOLED JOINT 1-1/4 #5 REBARS AT 18 ON 1/2 CENTER EACH WAY WEAKENED PLANE JOINT DETAIL NO SCALE SOUTHERN CALIFORNIA 1-SOIL & TESTING, INC. KUNKEL RESIDENCE ADDITION DBA 112ATE: 5-18-90 NUMBER... 9021022 1 Plate No. 7