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1330 CHUPAROSA WAY; ; CB930724; Permit
BUILDING PERMIT 11/03/93 10:37 Page 1 of 1 Job Address: 1330 CHUPAROSA WY Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 156-110-73-00 Lot#: Valuation: 237., 458 Construction Type: VN Occupancy Group: R-3 Referenced: Description: RESTORATION OF HISTORIC : DWELLING/ADD 1325 SF Permit No: CB930724 Project No: A9301056 Development No : 4558 11/03/93 0001 01 C-PRMT Status: Applied: Apr/Issue : Entered By: 02 1590=00 ISSUED 07/21/93 11/03/93 MDP Appl/Ownr JOHNSON, EDMOND 3211 IBSEN STREET POINT LOMA, CA, 619 450-9800 A** Fees Required Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILD. ING TOTAL Enter "Y" for Pluml Each Install/Repai. Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL Enter "Y" for Electric Single Phase Per AMP * ELECTRICAL TOTAL Enter 'Y' for Mechanical Install Furn/Ducts Each Hood/Fireplace * MECHANICAL TOTAL ected & Credits * * * , 0 0 • 416.00 1,590.00 Ext fee Data I ss 1123. 730. 24. 1877. 20. 7. 7. 7. 41 . 10. 37. 48. 15. 18. 6. 40. 00 00 00 00 00 00 00 0 0 00 00 50 00 00 00 50 00 Y Y Y *#<& ^ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 City of Carlsbad Building Oepertnent 2075 Las Palmes Dr., Carlsbad. CA 92009 (619) 438-1161 1. JPKKMT1 ITPE A - LJ Commercial LJ New BuildingU Tenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment DCondo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home O Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar Q Other 2. PROJECT INFORMATION PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT. VALID. BY ~ DATE \ (o , FOR OFFICE USE ONLY Address Nearest Cross Street Building or Suite no. £ J • LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BELOW IF SUBMITTtU: D2 Energy Calcs ^^ Structural Gales D2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL FXISTING USE P_RQPQSED_IISE_ DESCRIPTION OF WORK SQ.FT. 'Z/l 6+ ft))nit«, 1 # OF STORIES 0&<?L a^S4- DAY TELEPHONE 2| 3 -"7^3 ~? 5" 8 § CITY STATE CA ZIPCODE T^lfl^- DAYTELEPHONE &J*?- ^fc. - 1 5. PROPERTY OWNER NAME t CITY STATE CA ADDRESS 7^*1 ZIP CODE 1 2,1 &4 Y TELEPHONE 6. CONTRACTOR NAME CITY STATE LIC. # ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC. # LJtblUWtK WAMt CITY 7. WORKERS CO /lu^rtp IMFKNSA" STATE CA ADDRESS 1-5 ZIP CODE M DAYTELEPHONE 4T.i| ATE LIC. # nuw Workers* Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate or Exemption: I certify tnat in tne pertormance of the wont tor wnicn tnis permit ts issued, I snail not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DEGLARATIuN Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law Tor the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 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: X SIGNATURE (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 exe*thpt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects thj^pftlkpnt to a civil penaltjHafnot more than five hundred dollars [$500]). DATE ION FOR NON-RESIDENTIAL BU1LDINC PERMITS ONLY: building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO 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. TfaftSTKUCllON LENDING AGENCY ^ ~ rhereby aftirm that there is a construction lending agency tor the performance ot the work for which this permit is issued [Sec 3097(i) Civil CodeJ. COMPLETE T Is the applican prevention pro; LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION I certify that 1 have read tne application and state that the above information is correct. I agree to comply with all Uty ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABLLniES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303 (d) Uniform B^iilding^Code). APPLI'DATE: WHITE: File YELLOW: Applicant PINK: Finance DATE: 07/13/97 TO: JOHNSON, EDMOND 3211 IBSEN STREET POINT LOMA, CA. 92106-1434 RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB930724 ISSUE DATE: 04/26/95 LAST INSPECTION: PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE ADDRESS: 1330 CHUPAROSA WY Our records indicate that your building permit will expire by limitation of time on 07/28/97. The provisions of UBC, Section 303 (d) state: "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 one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six consecutive calendar months or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the building official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not ob- tained a required inspection approval of work by the building official within each six month period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit, or a renewal permit as specified below, shall be obtained. l. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has not commenced in the first calendar year from the date of issuance, a renewal permit may be obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the original issuance date. (C) That the same edition of the model codes is in effect as used in the initial plan check. (D) That a fee equal to one-half the amount required for a new permit be paid. The renewal permit shall expire three calendar years from the date of initial permit issuance. City of Carlsbad Building Department DATE: 07/29/96 TO: JOHNSON, EDMOND 3211 IBSEN STREET POINT LOMA, CA. 92106-1434 RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB930724 ISSUE DATE: 04/26/95 LAST INSPECTION: PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE ADDRESS: 1330 CHUPAROSA WY Our records indicate that your building permit will expire by limitation of time on 08/04/96. The provisions of UBC, Section 303(d) state: "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 one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six consecutive calendar months or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the building official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not ob- tained a required inspection approval of work by the building official within each six month period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit, or a renewal permit as specified below, shall be obtained. 1. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has not commenced in the first calendar year from the date of issuance, a renewal permit may be obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the original issuance date. (C) That the same edition of the model codes is in effect as used in the initial plan check. (D) That a fee equal to one-half the amount required for a new permit be paid. The renewal permit shall expire three calendar years from the date of initial permit issuance. 2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-0894 City of Carlsbad Building Department DATE: 01/31/96 TO: JOHNSON, EDMOND 3211 IBSEN STREET POINT LOMA, CA. 92106-1434 RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB930724 ISSUE DATE: 04/26/95 LAST INSPECTION: PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE ADDRESS: 1330 CHUPAROSA WY Our records indicate that your building permit will expire by limitation of time on 02/11/96. The provisions of UBC, Section 303(d) state: "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 one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six consecutive calendar months or if the building or work authorized by suctf permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the building official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not ob- tained a required inspection approval of work by the building official within each six month period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, specified below, shall be obtained. a new permit, or a renewal permit as 1. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has not commenced in the first calendar year from the date of issuance, a renewal permit may be obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the original issuance date. (C) That the same edition of the model codes is in effect as used in the initial plan check. (D) That a fee equal to one-half the amount required for a new permit be paid. The renewal permit shall expire three calendar years from the date of initial permit issuance. 2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 - FAX (619) 438-O894 r V*o «-*.*•, i City of Carlsbad ' H ( * tefco^ri.*--1 *, e«i4«n.\ ~.' f Building Department DATE: 10/28/94 & ^ *=-IT <S, ,^ TO: JOHNSON, EDMOND 3211 IBSEN STREET c2.«>ct*. POINT LOMA, CA. 92106-1434 RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB930724 ISSUE DATE: 11/03/93 LAST INSPECTION: *».U* *. PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE ADDRESS: 1330 CHUPAROSA WY Our records indicate that your building permit will expire by limitation of time on 11/03/94. The provisions of UBC, Section 303 (d) state: "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 one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six consecutive calendar months or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the building official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not ob- tained a required inspection approval of work by the building official within each six month period upon the initial commencement of work authorized by such permit . Before such work can be recommenced, specified below, shall be obtained. a new permit, or a renewal permit as 1. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has not commenced in the first calendar year from the date of issuance, a renewal permit may be obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the original issuance date. (C) That the same edition of the model codes is in effect as used in the initial plan check. (D) That a fee equal to one-half the amount required for a new permit be paid. The renewal permit shall expire three calendar years from the date of initial permit issuance. 2O75 Las Palmas Drive • Carlsbad, California 92OO9-1576 • (619) 438-1161 Page Two *here later editions of the model codes have been adopted than used in "he initial plan check, such applications for renewal shall be considered as*a rev clan check submittal. Accordingly, plans shall reflect the requirements'^ f -he current codes in effect, a full new plan check is required, and a full new plan check fee shall be paid. Upon completion of a new plan check, the permit T.ay be renewed upon payment of a permit fee equal to one-half the amount re- quired for a new permit. The renewal permit shall expire three calendar years from the date of initial permit issuance. 2. PERMITS WHERE WORK HAS COMMENCED. For permits where work has :c--enced and was subsequently stopped as defined herein, a renewal permit -ay ae obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the issuance date. (C) That a fee equal to one-half the amount required for a new permit be paid, except that where construction has progressed and has been approved to the point of requiring only a final inspection, a fee equal to one-quarter the amount required for a new permit shall be paid. A renewal permit shall expire three calendar years from the date of initial permit issuance." \ny person holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to com- mence work within the time required by this section for good and satisfactory reasons. The building official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days.(explanation letter attached) _ Renewal permit requested. tf the project has been completed and only final inspection is needed, please -all ths inspection request line at (619) 438-3101* If you have any questions, please contact the Building Inspection Department ait 438-1161 extension 4403. PAT KELLEY Principal Building Inspector City of Carlsbad Building Department DATE: 10/20/94 TO: JOHNSON, EDHOND 3211 IBSEN STREET POINT LOMA, CA. 92106-1434 RE: BUILDING PERMIT EXPIRATION PERMIT NUMBER: CB930724 ISSUE DATE: 11/03/93 LAST INSPECTION: PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE ADDRESS: 1330 CHUPAROSA WY Our records indicate that your building permit will expire by limitation of time on 11/03/94. The provisions of UBC, Section 303(d) state: "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 one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six consecutive calendar months or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the building official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not ob- tained a required inspection approval of work by the building official within each six month period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit, or a renewal permit as specified below, shall be obtained. 1. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has not commenced in the first calendar year from the date of issuance, a renewal permit may be obtained provided: (A) No changes have been made or will be made in the original plans and specifications for such work. (B) That the expiration has not exceeded three years from the original issuance date. (C) That the same edition of the model codes is in effect as used in the initial plan check. (D) That a fee equal to one-half the amount required for a new permit be paid. The renewal permit shall expire three calendar years from the date of initial permit issuance. 2O75 Las Palmas Drive * Carlsbad, California 92OO9-1576 * (619) 438-1161 \ 06/20/97 INSPECTION HISTORY LISTING FOR PERMIT* CB930724 DATE INSPECTION TYPE 01/29/97 Interior Lath/Drywall 08/01/96 Interior Lath/Drywall 02/06/96 Interior Lath/Drywall 08/15/95 Rough Electric 08/15/95 Rough Electric 08/10/95 Rough Electric 08/10/95 Rough Electric 08/02/95 Rough Electric 08/02/95 Rough Electric 07/27/95 Rough Electric 07/27/95 Rough Electric 07/26/95 Rough Electric 07/25/95 Interior Lath/Drywall 07/25/95 Interior Lath/Drywall 07/25/95 Rough Electric 07/19/95 Shear Panels/HD's 07/19/95 Shear Panels/HD's 07/19/95 Insulation 07/19/95 Insulation 07/19/95 Rough Electric 07/19/95 Rough Electric 07/13/95 Rough/Topout 07/13/95 Rough/Topout 07/13/95 Rough/Ducts/Dampers 05/31/95 Compliance Investigatio 05/31/95 Compliance Investigatio INSP ACT COMMENTS MP MP MP RI PY RI PY RI PD RI PD RI RI PY PD RI PY RI PY RI PY RI PY RI RI PY AP AP AP RI AP RI CA RI CA RI AP RI RI PA CA RI AP RI PA RI PA RI AP RI RI NS HALL LID @ BEDROOM MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 MW/ANDY/982-1970 HIT <RETURN> TO CONTINUE... V PLAN CHECK* DATE PERMITS JOB ADDRESS DESCRIPTION TIME ARRIVE:TIME CODE DESCRIPTION ACT COMMENTS UNSCHEDULED BUILDING INSPECTION DATE INSPECTOR PERMIT # _Y *S- / ^/ PLANc JOB ADDRESS DESCRIPTION TIME ARRIVE: TIME CODE DESCRIPTION ACT COMMENTS H M/uuh,! A^ do DATS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14^8 - H5 -"APPLICANT JURISDICTION: V r*> *<\<>V^A, _ QPLAN CHECKER^— > GFILS COPY PLAN CHECK NO: C-Q-> ^X ^> .1 £ *4 SET: HI _ CjUPS [^DESIGNER PROJECT ADDRESS: \^3o ^ UT Va *;*» PROJECT NAME: 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 WVr.,^ 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. 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: Esgil staff did not advise the applicant contact person that plan check has been completed. I] Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Telephone REMARKS: *.(7*- By: Ad ^Sad-rgL, Enclosures : ESGIL CORPORATION . , UU^DGA DCM DPC t g/5/13 Prepared byi Jurisdiction Q _31dg. Dept. VALUATION AND ?LAN CHECK FES PLAN CHECK NO. £613- 7^ CO BUILDING ADDRESS /53a thupw***. "J^ APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO. DESIGNEH PHONE — TYPE 0? CONSTRUCTION CONTRACTOR PHONE: BUILDING PORTION r) JL.^4 -fc^.A^ ~ ^ &*~*1-*J«t, M*zc *J4* / 3'r> 'rbrchi J-n^,MA sPx^ Air Conditioning Commercial Residential • Kes. or Comm. Fire ST>rir.Xlers BUILDING AREA ? nss* A .__ -4*5* &*£ ' . / 700? VALUATION MULTIPLIER Z$" $*) #*, ?3-6>-50 \ 4%38 • &»f 'e P j.f/^ • @ • - VALUE — ^ ^ JPL ^ ^~~ to 7^ ^ *ct+?r^^-» /. j* -r ^^"7 7^o • * 3 77 8? ~~ ... .p,^^-"™"^ O^S^i i i * Total Value .s^- Building Permit Fee $, Plan Check Fee S C 0 H HE NTS: SHEET (D OF 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1^68 DATE : JURISDICTION: CARLSBAD _ L iPLAN CHECKER [jFIL2 COPY PLAN CHECK NO: £fe? £3- 7^ SET: ^ J ) _ DU?S ["DESIGNER PROJECT ADDRESS: /.?Ja £^ """'t<A* PROJECT KAMS: HitTTut. 5 ffZ l?< k* I* A J A . The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • — - The plans transmitted herewith will substantially comply I _ I with the jurisdiction1 s -building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Ssgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant^ copy of the check list has been sent to: . Esgil staff did not advise the applicant contact person that plan check has been completed. Ssgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: Telephone REMARKS: By; sflf, AFdJE. Enclosures:ESGIL CORPORATION DGA DCM FLAN CHECK NO: /"/»?3T>FOREWORD: PLEASE READ JURISDICTION: CITY OP CARLSBAD TO:Ar*'/ I ENCLOSURE PROJECT ADDRESS:W/ FLOOR AREA: //SS..A STORIES: HEIGHT: 3*5 t REMARKS: _—_ FLAN COKRBCTTn* SHEET Cm OF CARLSBAD SINGLE FAMELT *»n TOPtxr Date plans received by jurisdiction: Date plans received by Esgil Corporation: "7/.H Date initial plan check completed: A Bv; Applicant contact person: *-»r*»Telephone! Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lavs 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 Ik and the following model codes: 1991 UBC (eff. 8/1W92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. > The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, note on this list for a copvl where each correction item has been addressed i.e.. -plan sheet, specification, etc. Be sure enclosfi *•*"» ™*-rked UP list when you submit the revised plans. NOTE: PAGE UMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO HENS NEEDING CORRECTIONS WERE DELETE). List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) 1. FLAMS Please, make all corrections on the original tracings and subnit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite ?209, San Diego, California 92123, (619) 56 3. Please naite all corrections on the original tracings and subait two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the 1 egal owner and nane of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans person responsible w crust be signed by the for their preparation. (California Business and Professions Code). j'lans, specifications .and calculations shall be "Signed by the California state licensed engineer or architect responsible for their p~r e p a r at i o n~, Tor plans deviating from conventional wood frane construction. Specify expirati ir date of license. (California Business and Professions Codel. 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). i'-«.. *~ ' Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections A03 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the f 1 oor above, for story determination. On the cover sheet of the plans, specify any it ens requiring special inspection, in a format similar to that shown below or sticky back. "REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESIRZSSED STEEL •FIELD WELDINGprovide a stateaent^ on the Title Sheet of plans tiiat this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. /W a/f y>tai juj<f.Ti^£'^W. gy&yA 'jft&^tC^V_.^a*t*jjSubmit rully dimensionedplot 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 construction. Section 302(d). HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. .. 77T/g -g r SITE 8/5/92 19. .Exterior walls closer than 3 feet to a property line shall have 30 inch parapets whenthe floor area per floor exceeds 1,000 squarefeet. See Section 1710 for possible exception. Projections, including eaves, may not extend more than 12 inches into the 3 foot setbackfrom the property line. Section 504(b). Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504(a). Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line.Section 1711. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to beprotected. Section 5207 (a) 7.©Show locations of permanently wired smoke detector with battery backup: Insjde each bedroom.Centrally located in corridor or areagiving access to sleeping rooms. On each story. In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210. 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, except that smoke detectors added at existing construction need only be battery powered . Section 1210. RESIDENTIAL RBQUlKtMEHIS I. Habitable rooms , other than kitchens , shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 2*. i- i- Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. ±~~ * z.^f Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. t.vfl.Q) VoP. «.*-*• .TV <*f. V£e. _0n A -Z- Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (b). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (c). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is' at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a).\ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). Show that ceiling height for habitable rooms is a minimum of 7*6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7*0". Section 1207 (a). Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2/4/93 Show safety glazing in the following cations, per Section 5406(d): ' Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface) . 3-^,11, jf. Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying -_ protective bar is installed). c/) Glazing in shower and tub enclosures ^ (including windows within 5 feet of tub or shower floor). n>-•-. A-o O 2-5 Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). A mezzanine is an intermediate floor and nay not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 44" in height. Section 1717. ^**J*>.<jgyj The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. BEITS. STAIRWAYS. *NI> gATT.THRS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6*8" in height. Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings^between .railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less/ than 6". Section 1712. . , 43.^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. f 44. iProvide stairway and landing" details. Section ' 3306 (b), (c) and (o). \ ' "~ Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. .r^n*.~- *rr>~* Minimum headroom is 6'-8". Minimum width is 36". 45. ) All handrails per Section 3306 (i), shall satisfy the following: (-TT, r,> ai) Provide handrail for stairways with 4 or "^ more risers. , © / 46/ / Handrails and handrail extensions shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. Except for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. Every stairway landing shall have a d iroens ion , measured in the d irection of travel, at least equal to the stairway width. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 3304(i). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 9/2/92 55< ¥• Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 8 inches d. The tread mist provide a clear walking area neasuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways nay not be used for required exits when the" area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (m). 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 (1).U-n Vfithihfithih units , show that corridors have a minimal width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B, D and E. Specify roof material and application. Chapter 32. Specify I.C.B.O. 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.O. approval number. Plastic skylights must be separated from each other by at least h feet, unless they are over the same room and their C cabined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" raterial). Section 5207 (a) 6. Show at t i c vent i 1 at ion . Minimum vent area is 1/150 of attic area or I'jQO of a^tic 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). AKD KASOHRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seisnic Zones 3 and & , comply with Section 3006 (d)l and Section 2515 (a). Show ties, *9 wire in horizontal joints, etc. Show height and construction details of all concrete and masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and concrete vails. 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 AKD CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling comnon to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show a self-closing door, either 1-3/6" solid core or a listed 20-ninute assembly, for openings between garage and dwelling. Section 503 (d). 5/22/92 Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or nore 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, nethod bracing garage front and holddowr.s if required. Chapter 23. NOTE: Maxioun shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold.' Section 3304 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which nay generate a flame or spark. UMC Section 508, UPC Section 1310 (a). yOOHDAHOH REOPIKBflMIS Per soils report, note on the plan the spij.5 class if ication, whether or not '±e soilis ejcpanViveanj the allowab^^bearjjig^jajue". Section 2905 (c). 7, r TT^i «- I VT 1&.i-he FOunuVtiun plan uoes not COBpTy~ wiuj the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 7y. Provide notes on the foundation plan listing t the soils report recommendation for foundations, slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". f 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 reconnendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 82. ) Show^height of all foundation vails. Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance from foundation to edge of cut cr fill slopes and show steepness and heights of cuts and fills. Chapter 29. 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* Stemvall Width Depth Thickness 6" 8" 10" 12" 15" 18" 12" 18" 24" •6" 7" 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. Show foundation bolt size and spacin Section 2907 ff^ pacing. \" Sfat.* »•££___£ 1.0. numiSpecify size, I.C.B.O. number ana manufacturer of power driven pins and expansion anchors. Show edge, end distances and spacing. Section 302 (d). If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). 92. ),**f*hold downs are required, note on plan that V S hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 5/22/92 94/ 1ft /o, Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottojo of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier si-e, spacing and depth into undisturbed soil. Table 29-A. Show mininun underflor access of 18" x 24". Section 2516 (c)2. Show double top plate with minimum US" lap splice. Section 2517 (g) 2. & . »^ "l,T«» ki»t ew. -g .Show mininuD underfloor ventilation equal to I sq. ft. for each 150 sq. ft. of underf leer 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.^^pfoHU.^^ J- i*£Z, »«•*_» U%^j— ^1*"* FRAKTHG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear pan* If at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervalsnot exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h). Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders,beams, walls or partitions, more than the depth of .the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 5. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. yt. ¥• Show nailing will be in compliance with Table 25-Q. Show or note fire blocks at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontalj b. At all interconnections between concealed vertical and horizcntal spaces such as occur at soffits, crop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the tcp and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; 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; and e. At openings between attic ^spaces and chimney chases for factory-built chimneys. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walIs separating units and separatingunits from common areas. Section 2516(f)4. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling mist be3x4or2x6at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall b* given to the building inspector prior to installation. Section 2505. Detail all jpost-to-bean and jtos t- to- footing connections 'and reference the detail to the plan. Section 2516 (ml. ^y\A r<.X-o^TlA^» ?•••» Detail shear transfer connections, incJuoihg™ roof and floor diaphragms, to shear walls. Section 2513. 5/22/92 115.) Specify nail size and spacing for, all shear ^^/ vails,—tlftor and roof diapfiragmsT Indicate ^ required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Sectipn 4714 (d)]. /< p Provide truss details and truss calculationsfor this project. Specify truss identification numbers on the plans. Show 1/2" ninirrjm clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). 119. Provide fraoing sections through Section 302 (d) 130. Speci ' wde. Specify all header sizes for opening over 4'wide. Section 2517 (g) 5. Provide calculations for main vertical andhorizontal framing members and post footings. Section 302 (b). lie. Provide calculations for lateral loads, shear / panels, shear transfer and related. Section 302 (b). In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or. in basements and which support permanent 'structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance -to decay or treated wood is used. Section 2516 (c) 4. ¥• 1/7 Show location of attic access with a minima size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). Show location of attic access with size 22" x 30". Section 3205. Detail truss layout for 30" x 30" attic access, if required fcr equipment in the attic, and detail 30" x 30" clearance through truss webs. Specify plywood and/or particle board thickness, grade and panel span rating. 25-S. . Show plywood sheathing over exposed eaves, orother 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. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). v If foundation cripple wall studs are lessthan 14" high, framing shall be solidblocking, or sheathed with plywood. Section2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. MECHANICAL (UNIFORM MEfflAHICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. >MV^A : io>vwyg .*. «UT , 3/*-*4 T** S~j ? S- ft'fd £_X- _£J15/22/92 . Show the size, location and type of all heating and cooling appliances or systems. . 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. li.0/ Note on the plans that the FAU closet or / alcove nust be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. 144/. Show minimum 30" deep unobstructed working / space in front of furnace. Section 505, UMC. . Furnace shall not be installed in any bedroon, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening nay be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in Attic or underfloor space. Section 708 & 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Note on the plans that approved spark arresters shall be installed on all chimneys. Section 3703(h) Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall bt effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c). 144. 14/. 14/. y- 14/. 1M. Provide dryer vent to outside. UMC, Section / 1903. ELECTRICAL rKATTOHAI. FTBfjRICAL CODEl All wiring shall comply- with the National Electrical Code. 152.' Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- pane Is.If service is over 200 anps, subnit single line diagram, panel schedule and loadcalculations. 3. Show on the plan that receptacle outlets comply with 1990 NEC Art. 210-52(a), which reads as follows: In every kitchen, dining room, parlor,1 ibrary, den, sunroon, bedroom, recreationroom, or similar rooms cr area of dwe 11 ingunits, receptacle outlets shall be installed so that no point along the floor line in any wa 11 space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior vails. The wallspace «.fforded by fixed room dividers, such asfree-standing bar-type counters, shall beincluded in the 6-foot measurement' Dwelling Unit Receptacle Outlets y (c) Other Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underf loor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: (a) Dwelling Units. (1) All 125-vdt, single-phase, 15- and 20- anpere receptacles installed in bathrooms shall have ground-fault circuit-interrupter protection for personnel. (2) All 125-vclt, single-phase, 15- or 20- anpere receptacles installed in garages shall have ground-fault circuit-interrupter protection for personnel. Exception So. 1 to (a)(2): Receptacles which are not readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section A00-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be conside;e>! as meeting the requirements of Section 210-52(g). (3) All 125-vclt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPN): See Section 215-9 for feeder protection. For the purposes of this section, "direct grade level access" is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. (4) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a .cord- and plug-connected appliance, such as a refrigerator or freezer. Exception No. 2: The laundry circuit as required by Sections 210-52(f) and 220-fc(c). Exception No. 3: A single receptacle supplying a permanently installed sump pump. (5) All 125-volt, single-phase, 15- and 20- anpere receptacles installed within 6 feet of a kitchen sink to serve counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exemption of receptacles which are located specifically for appliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Rec 270 eptacles in the Vicinity of Kitchen Sinks B(s)(5) j 6- 1 1 6' I Q 0 •3 e»«» •3 Rsl.© 7 © CGrCI j— — GFCI Gr/ \61 6*/ \ ••fo e* GFCI GFCI Khehtn Cl e- e- PLCKBDIG (UNIFORM FLEMBrUG OODEi 158.)Show water heater size, type and location on V^_ plans. UPtr Section 1301, r . Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". . Fuel combustion water heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. 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. 8/6/92 1620 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 163.)Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). ( 165.)Provide clothes washer hook-up for each unit. Title 24, Part 3. New water closets and associated f lushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated f lushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921. 3(b). 166. BOISE 107. Show details of duplex common (party) walls and floor /ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 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. EHHtGY 1/9. NOTE: Plans submitted after January 1, 1993 must comply with the new energy standards. IJJo, Provide plans, calculations and worksheets to show compliance with current energy standards. 171.) The regulations require a properly completedJ and properly signed Form CF-1R to be either iaprinted on the plane, 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. 17/. / 17/. Specify ' adator All energy items shown on the plans must be in agreement with the information shown on the properly completed Fora CF-1R. on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, ''Mandatory Measures ..Checklist..." 174 y Show the make, model and efficiency of the space heating (or cooling) system. 175. For room additions, show conpliance with the energy standards. See attached. 4 176.} Provrae fluorescent general lighting (40 lumens per watt) in kitchen(s) and bathrooms. 177.) Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, show the U value." CARLSBAD S.F.D. & ECFLEX SOPPLDffiRI 17c. Energy conservation design should be for Zone / 7. Floor drains must have auto-prime (city policy). For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 183.) 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). 184.] 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). 5/11/93 IS 12 \Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 186. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 187. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft . in area , then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. Heavy timber framing, mininum 6" x, 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). All structures require a Class B roof covering, except room additions . If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MSQELLAHEDDS 192.} Please see additional corrections, or remarks, on the following page. To speed up .the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or - — . detail number, calculation page, etc. ( 194 J Please indicate here if any changes have been V — s made to the plans that are not a result of corrections froa 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. Ves 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 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: 2. 3. 1/8/93 13 wSfP*. i.? '.*'- Basic Provisions General Occupancies Report of Structural Survey Non-Historical Additions and Alterations Alternative Structural Regulations CHAPTER 8-5. ALTERNATIVE STRUCTURAL REGULATIONS Section • ' . : 8-500. '8-501. 8-502. 8-503. 8-504. 8-505. Basic Provisions. 8-500. (a) The provisions of this chapter, as set forth in the table below, are hereby- adopted for the purpose of providing the basic construction regulations relating to alternative structural regulations. (b) The following table identifies those sections of this part which have been adopted by the listed agencies. See Section 8-104 for explanations of the abbreviations used in the table, the application of the regulations, and their intended use. TABLE NO. &-5A Gxfe HCD HCD OSA OSA OSH Section BSC I 2 SFM SSS AC PD DHS OSHA C.EC SHB AG/t YA BOC DOE CA Entire Chapter • -X The above table is provided for the benefit of the user and is for information only. General. 8-501. It is the intent of this chapter to encourage the preservation of qualified historical buildings while providing a reasonable level of structural safety for occu- pants and the public at large through the application of this code. Occupancies. 8-502. The alternative structural regulations provided by Section 8-505 shall be ap- plied in lieu of or in combination with any prevailing code provisions, to the reha- bilitation, reconstruction, restoration, repair, alteration or moving of any qualified historical building or structure. The foregoing shall not be construed to allow the en- forcing agency to approve or permit a lower level of safety of design and construction than that contemplated by the prevailing code provisions in occupancies which are critical to the safety and welfare of the public at large including, but not limited to, schools, hospitals, municipal police and fire stations and public assemblies for over 300 occupants. Report of Structural Survey. 8-503. A report of the structural survey performed pursuant to Section 8-505 shall be filed with the enforcing agency. Non-Historical Additions and Alterations. 8-504. New additions which are structurally separated from an existing historical structure shall comply with prevailing code requirements. New additions which impose vertical or lateral loads on an existing structure shall not be permitted unless the supporting structure is strengthened to meet prevailing code requirements. Structural restorations or alterations may be made with the same material of which the existing structure was constructed provided such alterations do not impair the structural integrity of the existing structure. Alternative Structural Regulations. 8-505. The application of alternative structural regulations where provided for by this chapter shall comply with the following procedures: t t 8-18 t (6-1-90)STATE HISTORICAL BUILDING CODE (Part 8, Title 24, C.C.R.) 8-505 1. A survey and evaluation shall be made by an architect or structural engineer, who is knowledgeable in earthquake resistant design, regarding the structure's ability to resist the seismic and wind loads prescribed by prevailing code requirements. The evaluation may be based upon the ultimate capabilities of the structure to perform giving due consideration to ductility and reserve strength of the lateral force resisting materials and system. Broad judgment may be exercised regarding the strength and performance of materials not recognized by prevailing code requirements. (See CHAPTER 8-9, ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION.) Past historical records of the structure or similar structures may be used in the eval- uation, including the effects of subsequent alterations. 2. The capability of the structure to carry vertical loads shall be evaluated, looking primarily for conditions where failure of support may be imminent. Where no distress is evident the structure may be assumed to have withstood the test of time. 3. The capability of the structure to carry lateral forces shall be evaluated. A com- plete, continuous and adequate stress path, including connections, from every part or portion of the structure to the ground shall be provided for the required horizontal forces. 4. Parapets and exterior decoration shall be investigated for conformance with pre- vailing code requirements for anchorage and ability to resist prescribed seismic forces. An exception to prevailing code requirements shall be permitted for those parapets and decorations which are judged to be no hazard to life safety. 5. All deterioration of the existing structure shall be noted. 6. A report shall be made of the findings together with recommendations for repair of deterioration and for any reconstruction or strengthening which should be under- taken. 7. All plans and specifications for work to be done pursuant to the alternative struc- tural regulations of this section shall be prepared under the responsible charge of an architect or structural engineer, or both. Such plans and specifications shall be sub- mitted to the enforcing agency. 8-19 BERCY KEQUIREMEHTS TOR RESIDENTIAL ROCH ADDITIONS - CLIMATE ZOKE 7 COMPONENT INSULATION Ceiling Wall Floor GLAZING (FENESTRATION) Type % of added floor area SHADING THERMAL MASS SPACE HEATING (no electric allowed) If Gas, efficiency- If Heat Pump: Split System, efficiency* Single Package System, eff. SPACE COOLING If Split System, eff.« If Single Package, eff.» WATER HEATING Floor Area of Room Addition OOP ft^ 100-699 ft2-500-999 ft2- R-19 R-13 R-13 Dual <50 sq. ft. n/a n/a Note * Note Note R-30 R-13 R-19 Dual 20% + Removed3 .66' Req.' 78%AFU£A 6.8HSPF4 6.6HSPF4 10.0SEER 9.7SEER4 Note 5 R-30 R-13 R-19 Dual 20% + Removed1 .662 Req.3 78%AFUEA 6.8HSPF4 6.6HSPF4 10.0SEER* 9.7SEER4 Note 1. 20% of added floor area plus the area of any glazing removed because of the addition. 2. A coefficient of 0.66 will be assumed to be provided when dual glazing is used. 3. If the addition will be on top of existing construction, and: (a)If the addition has conditioned area below all portions, then no thermal mass is required. (b)If the addition will be over non-conditioned area (partially or wholly) in a building mostly of raised- floor construction (after the addition), then thermal mass is required in the addition (equal to 5% of the area of the addition that is over non-conditioned space). This may be provided by showing a 2" concrete slab at hearths, countertops, etc. (c)If the addition will be over non- conditioned area in a building mostly of slab-on-grade construction (after the addition), then no thermal mass is required. If thej^ddition will be at the ground-floor, and; ____ a_f__ ---- i)If the addition will be in a building mostly of raised-floor construction (after the addition), tfien thermal mass is required in the addition (equal to 5% of the added conditioned footprint area). This may be ^provided by showing a 2" concrete slab at hearths, countertops , etc. ____ ^ _ . -- — --- - mostly oi siab-on-grad* construction (after the addition), then thermal mass is required in the addition (equal to 20% of the added conditioned slab-on-grade floor area). This nay be provided by covering a portion of the slab-on-grade with tile, wood, etc. If the existing system will be utilized (if no additional systems are needed to provide UBC heating require- ments), there are no special requirements, other than mandatory insulation for any extended ducts, etc. If the total number of water heaters increases in the residence, then calculations must be submitted to show that the entire existing-plus-addition system meets the water heating energy budget. ER-RA-7 Certificate of Compliance: Residential Building Type: _ (check one or more) _ Front Orientation: _ Number of Dwelling UnHs: Floor Construction Type: (Page 1 of 2)CF-1R Project Title Project AddreM' Doc urn en till on Author Telephone D»te Building Pen-nit f Plan Check /Dale Field Check /Date Compliance Method (Package. Poini System or Computer) Climate Zone Enforcement Agency U&6 Only GENERAL INFORMATION Total Conditioned Floor Area: ft2 Single Family Addition Muni-Family Existing-PIus-Addition North / East / South / West / All Orientations (Input orientation in degrees and cirde one.) Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION Component Type Insulalbn R-Value Construction Assembly U-Value Location/Comments (attic, to garage, typical, etc.) Wall Wall Roof Roof Floor '.. Floor Slab Edge.... FENESTRAT10N Shading Devices Fenestratfon Area Orientation (sf) Front ( ) Front ( ) Lett ( ) Left. { ) Rear ( ) Hear { ) Right ( ) Right ( ) Skylight Skylight Fenestration Interior Exterior Overhang . Framing Type' U- Value (roller Wind, etc.) (shadescreen. etc.) (yes/no) (metal/woodMnyl) i THERMAL MASS Type/Covering Area (slab/exposed, tile, etc.) fsf) Tntekness (Inches) LocattorVDescription (kitchen, bath, etc.) R»vl«*d January 1992 Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Tills Dale HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat pump, etc.) (AFUE/HSPF) (ducss/anic. eic.) R-Value Type Cooling Equipment Minimum Type (air conditioner, Efficiency heat pumb, evap. coolino) (SEER)- Duct Location fanic, eic.) Duct R-Value Thermostat Configuration Type {split or package) WATER HEATING SYSTEMS Water Heater Distribution Tvoe Type Rated1 Number Input (kW in System or Btu/hr) TanK Capacity (Gallons) Energy1 Factor or Recovery Standby Efficiency Loss (%) External Tank Insulation R-Value -, 1. For small gis storage (rated input S 75.000 Btu/hr). electric resistance and hast pump water haslets. list Energy Factor. For large gas storage water heater* (rated input & 75.000 Btu/hr). list Rated Input. Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Pads 1 and 6, of the CaGfomia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility; Wh$h this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features'Remarks section. Designer Or Owner (p*r Business & Professions Code) Name: '_ Title/Firm: Address: Documentation Author Telephone: Lie.*: Name: Trie/Firm: Address: Telephone: (signature) Enforcement Agency Nam*: Titte: ___ Agency: Telephone: (date)(signature)(date) (signature's tamp) R»v1t*d Jknutry 1992 (date) Mandatory Measures Checklist: Residential MF-1R NOTE: Lowrise residential buildings subject Jo the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*} may be superseded by more stringent compliance requiremenls listed on (he Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parlies as binding minimum component performance specifications for the ' mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures •§150{a): Minimum R-19 ceiling insulation. • §150(b): Loose fill insulation manufacturer's labeled R-VaJue. * §150{c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §1S0(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised fioors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and lorm. §116-17: Fenestration Products, Exterior Doors and Infiltration'Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U-vaiue. and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(1): Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas logs 1. Masonry and factory-built fireplaces have: a. CIcseable metal or glass door ' b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(1): Setback thermostat on an applicable heating systems. §1500: Pipe and Tank Insulation 1. Indirect hot water tanks {e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, norvredrculat'ng systems, insulated (R-4 or greater). 3. An buried or exposed piping insulated in redrculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water lank. "§!50(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004: ducts insulated lo a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdratt or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 73% thermal efficiency, on-otf switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System i$ installed with: a. At least 35* pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa, 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non-electrical cooking appliance with pilot < 1 SO Bru/hr.) Lighting Measures §150{k): 40 lumens.*watt or greater for general lighting in kitchens and rooms with water dosets; and recessed ceiling fixtures 1C (insulation cover) approved. Revised Janmry 1992 Citp of _____ 1200 ELM AVENUE DEVELOPMENTAL CARLSBAD. CA WOOe-lW9 SERVJCES ' BUILDING DEPARTMENT THE INFORMATION LISTED BELOW MUST SE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description P*<L 1 Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any PUnning Commission or City Council Action oh this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Prepared byi PLAN CHECK NO. BUILDING ADDRESS /_£ APPLICANT/CONTACT . BUILDING OCCUPANCY TYPE 0? CONSTRUCTION Jurisdiction TART.RRAD VALUATION AND PLAN CHECK rEE 7J*J LT) .Bldg. Dept. PHONH NO. J3T _ DESIGNER PHONE — CONTRACTOR PHONE BUILDING PORTION /r) JL,v,,.o< £<~.<L/ "~ ^ S>>m,-rAd^ M*Zt Adi, Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers BUILDING AREA 306 1I& * ~" 1&5& .' $Z£>f * Total Value VALUATION MULTIPLIER 25" ^? %^ '§ « -3.?!^ • • • ' VALUE 75 *> "" to7^/"^" ^3 ^5i> "~ V • tq g'.jM ^ i 1\^ C*OA6c 1 O .^iffy Building Permit Fee $. Plan Check Fee S C 0 H HE NTS? SHEET (T) OF 12/87 City of Carlsbad Engineering Department DATE: BUILDING PLANCHECK CHECKLIST PLANCHECK NO. BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: /5?-//<9 - ENGINEERING DEPARTMENT EST. VALUE / &% APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittat; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with Q Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:.Date: By:.Date: By:.Date: ;BiNQAUW08l^tl0NT0 FOR OFFldAL USE ONLY Wife ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application Q Improvement Checklist D Future Improvement Agreement CONTACT PERSON NAME: ADDRESS: PHONE: P:\doc*\chktet\bp0001 .frm REV 6/5/92 2O75 Las Palmas Dr. * Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN D D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street tmprovements F. Right-of-Way Width & Adjacent Streets D D 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes D D 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. D D 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). D D 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMrT NUMBER DESCRIPTION P:\docft\chktot\bpOOOl.frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 6. Project does not comply with the following Engineering Conditions of approval for Project No. _ Conditions were complied with by: _ Date: _ DEDICATION REQUIREMENTS 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS D D 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\docs\ehktet\bpoooi .trm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST D D 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: D D D 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: LJ 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the Citv Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST 4 P:\doc«\chkl»t\bp0001.frm Page 3 Of 4 REV 6/5/92 MISCELLANEOUS PERMITS IstV 2ndv/ 3rdV A, D D 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: _ Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. D D 11 . A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. D D 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: _ Date: ' P:\does\ehUM\bp0001 .frm Page 4 of 4 REV 6/3/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: APT CALCULATIONS: ADT's: FEES REQUIRED: WITHIN CFD: D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO D 1.PARK-IN-LIEUFEE PARK AREA: FEE/UNIT: D 2.TRAFFIC IMPACT FEE ADTs: FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT: D 4. FACILITIES MANAGEMENT FEE ZONE: FEE/EDU: D 5. PUBLIC FACILITIES FEE D 6. SEWER FEES PERMIT No. EDU's: FEE/EDU: $ BENEFFT AREA: FEE: *. D 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT} REMARKS: P:\docs\cfikM\bp0001 .frm REV 8/5/92 rA Plan Check No. Planner £ PLANNING CHECKLIST 72,V Address Phone 438-1 161 ext.S I (Name) APN: * 5(0 • /JO • Type of Project and Use /fpT>mo*tf TO Zone "P-' \ Facilities Management Zone _ / i! i! SJ555 S S S a. a. a.D Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ±D D Discretionary Action Required: YES J NO TYPE DATE:APPROVAI/RESO. NO. PROJECT NO. Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • • . ._ California Coastal Commission Permit Required: YES NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619)521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Landscape Plan Required: YES N See attached submittal requirements for landscape plans Site Plan: B-dn Zoning: 3. 4. Provide a fully dimensioned site' plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: 0an , 3. O'DD 4. EKD D Additional Comments /, tffX* T^TV/tfV^ 2. i^^-J^t (^ - f Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Spaces Guest Spaces <a/v /)t/fi *)t /f^3 p.^/'iG^x 5^ OcT 5^ Required "^ . Required aO Required \"tj Required j ^\ Required ilXJ Reqiired ^ / Requu-dd <^Y,\\. t\ iRequired ^ /vy tin Shown Shown Shown Shown Shown Shown Shown Shown ' ^^tf/j-c.cf <v<^^ 7?V/e zZ - /-to-kwSi fye-.K&fsfrl&t <&&C<l\<**<Ui . ENTERED APPROVAL INTO COMPUTER PLNCK.FRM JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHEET NO CALCULATED BY CHECKED BY „ SCALE . __ OF _ _ DATE _- DATE TWE. JOB ,MELVYN GREEN & ASSOCIATES, INC. SHEETNO *- OF 1145 Artesia Boulevard Suite 204 CALCULATED BY ___^ DATE MANHATTAN BEACH, CALIFORNIA 90266 (310) 374-6424 CHECKED BY DATE SCALE DESIGN INFORMATION Materials:* Lumber Douglas Fir Larch fcx A Larger ........................ No. I Plywood .............................. P.S. 1-74 Structural Steel W A C Shapes, Plates, Bars ............ ASTM A36 Pipes .............................. ASTMA53-B Tubes .............................. ASTMA-501orA-500 Bolts .............................. ASTMA-307 Concrete fc= ZOCOpsi ........... --- ---- @28Days Cement .............................. ASTM C-l 50 Aggregate ........................ ASTM C-33 Reinforcing Steel ASTM A615 Grade Masonry C.M.U. ..... fr ....................... ASTMC-90GradeN Brick .............................. ASTM C-62 Grade MW Foundation Design Soil Pressure = Based On: Building Code Unless noted otherwise in these calculations JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE. CALIFORNIA 90503 (310) 792-9252 SHEET NO. CALCULATED ffi CHECKED BY .— SCALE OF _ DATE DATE F\TT\e 2.0 LL TL e <-k- 2.x Lo C MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO. CALCULATED BY CHECKED BV SCALE OF HATF DATE \O'-U>" - 2.-Zv(p MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO.A, CALCULATED BY CHECKED BY SCALE OF DATE DATE En r Pab 1,IV-0 ^ A"\v a-^s. - "200 2. ^r 6 i.- CL, _ 1 u- -OLA.r MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHFPT wn V^ np CAI CIJlATPn RV 0 1 HftTc ^ (*^ ^ "*» r-MprKPn py n"c sraip UU 5ft* i YA ' o=1 O JU -b MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 792-9252 JOB SHEET NO.._ CALCULATED BY SCALE ^V^d •T ^ /Pr -, V r- -1"" " ""- „ — „ _ — „ .1. 1 / N.X MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE. CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO."V.OF CALCULATED BY CHECKED BY SCALE DATE DATE e>-\ MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO. °v^\g^ .1 to -2.30- /OP MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 792-! JOB SHEET NO. J\ ^vsv^ OF DATE 5 vu fSM \\( s. -4^/0 . tu 12-\-, 'PF P, \v YN H ( CpOO "' ? '•. V p.±il MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO. __ CALCULATED BY CHECKED BY _ SCALE OF DATE DATE ( JU a/// C, S y.1 (o C MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO. - CALCULATED BY CHECKED BY - SCALE __ OF DATE DATE VJU ( V - "2- MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET WO.V?. CALCULATED BY CHECKED 8Y SCALE OF DATE t £2., •2. J J- 'ST.. coLo" NQO =50 y y ,o toio* _k.z. JOB MELVYN GREEN SHEET NO ___JL^. OF& ASSOCIATES, INC. s 21307 Hawthorne Blvd. Suite 250 CALCULATED BY 1^» DATE^_ TORRANCE, CALIFORNIA 90503 (310) 792-9252 CHECKEDBY DATE SCALE H-- iSi. - 3S.4- b' -„ _ •5 A.f± at /OF £* - . ••' - • +*5J ' ' "- •- *. v A* v £'."" i • 'v'f^ir '-.^ii. V,-- - I< "•-V.^.*V«W?W» ?.._!IJ _-^ JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE DATE * I ^ (- ^ \.T'l V-- « \2. =. \O- VX>a vx> 5 /' MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE. CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO.(0.-2-)OF DATE DATE .. In m. V s t ^5,.^. t 4,0\b 42 .feo. V -~ D ^ \-\VD { ^ Zocy^ JOB MELVYN GREEN / , , . \-\ & ASSOCIATES, INC. SHEET.^/ L_^ oF _ 21307 Hawthorne Blvd. Suite 250 CALCULATED BY ^ V—« DATE TORRANCE, CALIFORNIA 90503 (310) 792-9252 CHECKED BY DATE SCALE IS., 21too4"2. JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHEET NO. CALCULATED BY CHECKED BY SCALE OF_ DATE DATE r 2 oo V 'I . 3S4 \ * ^ \-\Lt JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHEET NO, CALCULATED BY CHECKED BY SCALE ^7 OF DATE DATE V = -^ i>V V ate. JOB MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHEET NO CALCULATED BY CHECKED BY SCAtE ST. OF_ DATE DATE N .•; T-CL* e MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 ( P-M "2/7RHFFT H^ \ r > \ *— i- • OF rA(i7"">TFirtpv , , S>T DATP ^ . \A •*"\>"!!} rHF^KPp pv nATP sr*( c 32034- ,cu O A.*' MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO.OF CALCULATED BY CHECKED BY SCALE DATE DATE \ -. , V V* MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE DATE Sao** TVf V\^ t \\ \.4l MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 SHPET Nf) rAlfilllATPnHV ^) r.HFfMFn RY ST.A1P i5~) nn *\ niTP ^^ A \ v™ ^ HATE © . A^— /z. MELVYN GREEN & ASSOCIATES, INC. 21307 Hawthorne Blvd. Suite 250 TORRANCE, CALIFORNIA 90503 (310) 792-9252 JOB SHEET NO CALCUCATEO BY CHECKED BY SCALE OF DATE \A ( 9- A. , 0.2-<a 0- r* t • oo V.CD 21/000. ^ ^ 241-5 TITLE 24 REPORT FOR: The Ramsay House Remodel 1330 Chuparosa Way Carlsbad, California 920008 PROJECT DESIGNER: REPORT PREPARED BY: G.R. LIND P.O. BOX 2935VE CORONA, CA 91718-2935 (800) 848-5324 Job Number: 97.0112 A+E Date: 9/12/1997 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, lie (415) 883-5900. NORTH COUNTY ENGINEERINGIESIGN GROUP GEOTECHNICAL AND STRUCTURAL CONSULTANTS FOR RESIDENTIAL AND LIGHT COMMERCIAL CONSTRUCTION GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS, PROPOSED REMODEL OF THE EXISTING SINGLE FAMILY RESIDENCE, LOCATED AT 1330 CHUPAROSA WAY, CARLSBAD, CALIFORNIA Project No. 93495-1 September 22,1993 PREPARED FOR: Mr. & Mrs. Edmond Johnson C\0 LAWRENCE E. WINANS P.O. BOX 4164 Downey, CA 90241 475 CARMEL STREET • SAN MARCOS, CA • 92069 • (619) 752-7010 • FAX (619) 752-7092 TABLE OF CONTENTS Page SCOPE 2 SITE AND PROJECT DESCRIPTION 2 FIELD INVESTIGATION . . . 2 SUBSOIL CONDITIONS . 3 GEOLOGIC HAZARDS AND SEISMICITY : 3 GROUND WATER 4 CONCLUSIONS AND RECOMMENDATIONS /...... 5 GENERAL . 5 FOUNDATIONS 5 CONCRETE SLABS ON GRADE 6 RETAINING WALLS .... 7 SURFACE DRAINAGE ,. . 8 CONSTRUCTION OBSERVATION AND TESTING 8 MISCELLANEOUS 9 ATTACHMENTS Site Vicinity Map Figure No. 1 Site Location Map Figure No. 2 Site Plan/Location of Exploratory Test Pits Figure No. 3 Logs of Exploratory Test Pits Figure No: 4 General Earthwork and Grading Specifications Appendix -A- Job NO. 93498-1 Page No. 1 This report gives the results of our geotechnical investigation for the proposed remodel & addition to the existing single family residence located at 1330 Chuparosa Way, in the City of Carlsbad, California. Please see Figure No. 1, "Site Vicinity Map", and Figure No. 2, "Site Location Map". The scope of our work, conducted on-site to date, has included a visual reconnaissance of the property and neighboring properties, consultations with the project preservation consultant, a subsurface investigation of the property, laboratory testing and preparation of this report presenting our findings, conclusions, and recommendations. AND PROJECT DESCRIPTION The subject property consists of an irregular shaped lot located on the northeast corner of the intersection of Chuparosa Way and Las Rores Drive, in the City of Carlsbad, California. The site is bordered to the north & east by single family residential dwellings, to the south by Las Rores Drive and to the west by Chuparosa Way. Currently the site is occupied by a historically designated single family dwelling. The overall topography of the site area and lot itself slopes gently to the west. Based on our review of project plans, we understand the proposed site improvement will consist of general remodeling, addition of a second story & basement and replacement of the existing foundation system. Also, we understand the new foundation will consist of a conventional shallow perimeter foundation, isolated spread footings and masonry retaining walls. FIELD INVESTIGATION Our field investigation of the property, conducted September 14, 1993, consisted of a site reconnaissance, site field measurements, observation of existing conditions on-site and on adjacent sites, and a subsurface investigation of soil conditions. Our subsurface investigation consisted of visual observation of one test pit excavation, logging of soil types encountered, and sampling of soils for laboratory testing; a log of our test pit is presented in Figure No: 4 of this report. The location of our test pit is given in Rgure No. 3, "Site Plan/Location of Exploratory Test Pit". Job No. 93498-1 Page No. 2 SUBSOIL CONDITIONS Materials consisting of topsoil underlain formational sandstone materials were encountered during our subsurface investigation of the site. Soil types encountered in our test pit are described as follows: Topsail: Topsoil materials were found at the surface of the site in our test pit. Topsoii materials consisted of dark brown, dry to damp, loose, slightly silty sand. Topsoit materials are_QQt considered suitable for the support of structures or associated structural improvements. Topsoils classify as SW according to the Unified Classification System, and based on our experience with similar soil types, are generally non-expansive in nature. Sandstone: Formational sandstone materials were found to underlie surficial topsoils in our test pit. Formational sandstone materials consisted of rust brown, moist, dense, friable, fine to medium grain sand. Sandstone materials are considered suitable for the support of structures or associated structural improvements provided the recommendations contained in this report are followed. Sandstone materials classify as SW according to the Unified Classification System, and based on our experience with similar soil types, are generally non-expansive in nature. For detailed logs of soil types encountered in our test pit, as well as a depiction of our test pit location, please see Figure No. 3, "Site Plan/Location of Exploratory Test Pit", and Figure No. 4, Test Pit Log". GEOLOGIC HAZARDS AND SEISMICITY A review of pertinent published geologic maps, suggests that no geologic hazards such as special studies zone faults, potential landslides, or areas of suspected soil liquefaction exist within the project boundaries. Based on this information, it appears that no active or potentially active fault exists at or in the immediate vicinity (250 ft.) of the site, and none were observed during our investigation. It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along any of the faults in the Southern California region; however, the seismic risk at this site is not significantly greater than that of the surrounding developed area. Job No. 93498-1 Page No. 3 Liquefaction of cohesionless soils can be caused by strong vibratory motion due to earthquakes. Research and historical data indicate that loose, granular soils underlain by a near-surface ground water table are most susceptible to liquefaction, while the stability of most silty clays and clays is not adversely affected by vibratory motion. Because of the dense nature of granitic materials underlying the site and the absence of a near surface groundwater table, the potential for liquefaction or seismically-induced dynamic settlement at the site is considered low. The effects of seismic shaking can be reduced by adhering to the most recent edition of the Uniform Building Code and current design parameters of the Structural Engineers Association of California. GROUND WATER Ground water was not encountered during our field investigation. Ground water is not anticipated to be a significant concern to the project provided the recommendations of this report are followed. Job NO. 93498-1 Page No. 4 CONCLUSIONS AND RECOMMENDATIONS GENERAL In general, ft is our opinion the proposed site improvement, as described herein, is feasible from a geotechnical standpoint, provided the recommendations of this report and generally accepted construction practices are followed. FOUNDATIONS In deriving new foundation recommendations for this site, the subsoil conditions and the proposed new construction were evaluated. We anticipate that the new foundation system for the structure will utilize conventional perimeter footings, isolated spread footings and retaining walls with structural wood floors. Foundation systems may be designed as follows: 1. All new interior and exterior footings should be extended down to competent formational materials. The depth of formational materials below existing grade can be inferred from inspection of our test pit log (Figure No: 4), and will likely range from 2.0 to 3.0 feet below existing grade. 2. Footings bearing in formational materials or properly compacted fill may be designed based on a maximum allowable soils pressure of 2,000 psf. 3. Bearing values may be increased by 33% when considering wind, seismic, or other short duration loadings. 4. All loose soif found at the base of footings, when the excavation is opened, shall be removed and extended to firm, undisturbed soils. 5. The following parameters should be used as a minimum, for designing footing width and depth below lowest adjacent grade GOW expansive soil): Depth Below Lowest Adjacent Floors Supported Width Grade 1 12 inches 12 inches 2 15 inches 18 inches 3 18 inches 24 inches Job NO. 93498-1 Page No. 5 6. All footings should be reinforced with a minimum of two #4 bars at the top and two #4 bars at the bottom (3 inches above the ground). For footings over 30 inches in depth, additional reinforcement, and possibly a stem wall system, will be necessary. This detail should be reviewed on a case by case basis by our office prior to construction. 7. All isolated spread footings should be designed utilizing the above given bearing values and footing depths, and be reinforced with a minimum of #4 bars at 12 inches o.c. in each direction (3 inches above the ground). Isolated spread footings should have a minimum width of 24 inches. 8. For footings adjacent to slopes, a minimum 7 feet horizontal setback in formational material or properly compacted fill should be maintained. Setback measurement should be taken as the horizontal distance from the bottom of the footing to slope daylight. 9. All excavations should be performed in general accordance with the contents of this report, applicable codes, OSHA requirements and applicable city and/or county standards. SLABS ON GRADE Concrete slab oh grade floors should be designed and constructed in accordance with the following design parameters. 1. Concrete slabs on grade should have a minimum thickness of 4 inches, and should be reinforced with #3 bars at 18 inches o.c., each way. 2. All required fills used to support slabs, should be placed in accordance with the "Earthwork" section of this report and compacted to 90% Modified Proctor Density, ASTM D-1557. 3. A uniform layer of 4 inches (minimum) of clean sand is recommended under the slab in order to uniformly support the slab, help distribute loads to the soils beneath the slab, and act as a capillary break. In addition, a visqueen layer (6 mil) should be placed mid-height in the sand bed to act as a vapor barrier. 4. Adequate control joints (minimum of every 400 s.f., 1 inch vertical cut) should be installed to control the unavoidable cracking of concrete that takes place when undergoing its natural shrinkage during curing. The control joints should be well located to direct unavoidable slab cracking to Job NO. 93498-1 Page No. 6 areas that are desirable by the designer. 5. Brittle floor finishes placed directly on slab on grade floors may crack if concrete is not adequately cured prior to installing the finish or if there is minor slab movement. To minimize potential damage to movement sensitive flooring, we recommend the use of slip sheeting techniques which allows for foundation and slab movement without transmitting this movement to the floor finishes. RETAINING WALLS Based on our review of the project plans, new building retaining walls will be utilized as part of the proposed improvement. Retaining walls may be constructed in accordance with the following recommendations and design parameters: 1.Retaining wall footings should be designed in accordance with the allowable bearing criteria given in the "Foundations" section of this report. 2. Unrestrained cantilever retaining walls should be designed using an active equivalent fluid pressure of 35 pcf. This assumes that granular, free draining material will be used for backfill, and that the backfill surface will be level. For sloping backfill, the following parameters may be utilized: Condition 2:1 Slope 1.5:1 Slope Active 50 65 Any other surcharge loadings shall be analyzed in addition to the above values. 3. If retaining walls are restrained from movement, they should be designed for an additional uniform soil pressure of 7XH psf, where H is the height of the wall in feet. 4. Passive soil resistance may be calculated using an equivalent fluid pressure of 250 pcf. This value assumes that the soil being utilized to resist passive pressures, extends horizontally 2.5 times the height of the passive pressure wedge of the soil. Where the horizontal distance of the available passive pressure wedge is less than 2.5 times the height of the soil, the passive pressure value must be reduced by the percent reduction in available horizontal length. 5. A coefficient of friction of .35 between the soil and concrete footings may Job NO. 93499-1 Page No. 7 be utilized to resist lateral loads in addition to the passive earth pressures above. 6. Retaining walls should be braced and monitored during compaction. If this cannot be accomplished, the compactive effort should be included as a surcharge load when designing the wall. 7. All walls shall be provided with adequate back drainage to relieve hydrostatic pressure (see Appendix A, Figure No: A-1). All exterior site retaining walls shall have the strike mortar omitted in the lowest course to allow for drainage. 8. Retaining wall backfill should be placed and compacted in accordance with the "Earthwork" section of this report. SURFACE DRAINAGE Adequate surface drainage precautions at this site are imperative. The ground surface surrounding the building should be relatively impervious in nature, and slope to drain away from the building in all directions, with a minimum slope of 2% for a horizontal distance of 7 feet. Area drains or surface swales should then be provided to accommodate runoff and avoid any ponding of water. Roof gutters and downspouts should be considered for the new construction with tight lines provided that discharge flow to suitable outlets away from the foundation. CONSTRUCTION OBSERVATION AND TESTING The following services should be conducted by our office prior/during construction. 1. Observation of new footing excavations prior to placement of reinforcement. 2. Compaction testing of basement retaining wall backfill. Job No. 93498-1 Page No. 8 MISCELLANEOUS It must be noted that no structure or slab should be expected to remain totally free of cracks and minor signs of cosmetic distress. The flexible nature of wood and steel structures allows them to respond to movements resulting from minor unavoidable settlement of fill or natural soils, the swelling of clay soils, or the motions induced from seismic activity. All of the above can induce movement that frequently results in cosmetic cracking of brittle wall surfaces, such as stucco or interior plaster or interior brittle slab finishes. This is especially true when considering an addition to an existing structure. Data for this report was derived from surface observations at the site, knowledge of local conditions, and a visual observation of the soils exposed in the exploratory test pits. The recommendations in this report are based on our experience in conjunction with the limited soils exposed at this site and neighboring sites. We believe that this information gives an acceptable degree of reliability for anticipating the behavior of the proposed structure; however, our recommendations are professional opinions and cannot control nature, nor can they assure the soils profiles beneath or adjacent to those observed; therefore, no warranties of the accuracy of these recommendations, beyond the limits of the obtained data, is herein expressed or implied. This report is based on the investigation at the described site and on the specific anticipated construction as stated herein. If either of these conditions is changed, the results would also most likely change. Man-made or natural changes in the conditions of a property can occur over a period of time. In addition, changes in requirements due to state of the art knowledge and/or legislation, are rapidly occurring. As a result, the findings of this report may become invalid due to these changes. Therefore, this report for the specific site, is subject to review and not considered valid after a period of one year, or if conditions as stated above are altered. It is the responsibility of the owner or his representative to insure that the information in this report be incorporated into the plans and/or specifications and construction of the project. It is advisable that a contractor familiar with construction details typically used to deal with the local subsoil and seismic conditions, be retained to build the structure. If you have any questions regarding this report, or if we can be of further service, please do not hesitate to contact us. We hope the report provides you with necessary information to continue with the development of the project. Very truly yours, THEN SIGN GROUP Steven B. 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' ' © 1 © • • • Y * ' / * 0 *- 01 09 « 10 •« h- CO 0> ° APPENDIX A GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1,0 General Intent( These specifications are presented as general procedures and recommendations for grading and earthwork to be utilized in conjunction with the approved grading plans. These general earthwork and grading specifications are a part of the recommendations contained in the geotechnical report and shall be superseded by the recommendations in the geotechnical report in the case of conflict. Evaluations performed by the consultant during the course of grading may result in new recommendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the contractor to read and understand these specifications, as well as the geotechnical report and approved grading plans. 2.0 Earthwork Observation and Testing Prior to the commencement of grading, a qualified geotechnical consultant should be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It shall be the responsibility of the contractor to assist the consultant and keep him apprised of work schedules and changes, at least 24 hours in advance, so that he may schedule his personnel accordingly. No grading operations should be performed without the knowledge of the geotechnical consultant. The contractor shall not assume that the geotechnical consultant is aware of all grading operations. It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes and agency ordinances, recommendations in the geotechnical report, and the approved grading plans not withstanding the testing and observation of the geotechnical consultant. If, in the opinion of the consultant, unsatisfactory conditions, such as unsuitable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than recommended in the geotechnical report and the specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified. Maximum dry density tests used to evaluate the degree of compaction should be performed in general accordance with the latest version of the American Society for Testing and Materials test method ASTM D1557. APPENDIX A (Cont'd.) 3.0 Preparation of Areas to be Riled 3.1 Clearing and Grubbing: Sufficient brush, vegetation, roots and all other deleterious material should be removed or properly disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultant. The geotechnical consultant should evaluate the extent of these removals depending on specific site conditions. In general, no more than 1 percent (by volume) of the fill material should consist of these materials and nesting of these materials should not be allowed. 3.2 Processing: The existing ground which has been evaluated by the geotechnical consultant to be satisfactory for support of fill, should be scarified to a minimum depth of 6 inches. Existing ground which is not satisfactory should be overexcavated as specified in the following section. Scarification should continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform, flat, and free of uneven features which would inhibit uniform compaction. 3.3 Qverexcavation: Soft, dry, organic-rich, spongy, highly fractured, or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, should be overexcavated down to competent ground, as evaluated by the geotechnical consultant. For purposes of determining quantities of materials overexcavated, a licensed land surveyor/civil engineer should be utilized. 3.4 Moisture Conditioning: Overexcavated and processed soils should be watered, dried-back, blended, and/or mixed, as necessary to attain a uniform moisture content near optimum. 3.5 Recompaction: Overexcavated and processed soils which have been properly mixed, screened of deleterious material, and moisture-conditioned should be recompacted to a minimum relative compaction of 90 percent or as otherwise recommended by the geotechnical consultant. APPENDIX A (ContU) 3.6 Benching: Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to vertical), the ground should be stepped or benched. The lowest bench should be a minimum of 15 feet wide, at least 2 feet into competent material as evaluated by the geotechnical consultant. Other benches should be excavated into competent material as evaluated by the geotechnical consultant. Ground sloping flatter than 5:1 should be benched or otherwise overexcavated when recommended by the geotechnical consultant. 3.7 Evaluation of Fill Areas: All areas to receive fill, including processed areas, removal areas, and toe-of-fill benches, should be evaluated by the geotechnical consultant prior to fill placement. 4.0 Fill Material 4.1 General: Material to be placed as fill should be sufficiently free of organic matter and other deleterious substances, and should be evaluated by the geotechnical consultant prior too placement. Soils of poor gradation, expansion, or strength characteristics should be placed as recommended by the geotechnical consultant or mixed with other soils to achieve satisfactory fill material. 4.2 Oversize: Oversize material, defined as rock or other irreducible material with a maximum dimension greater than 6 inches, should not be buried or placed in fills, unless the location, materials, and disposal methods are specifically recommended by the geotechnical consultant. Oversize disposal operations should be such that nesting of oversize material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill. Oversize material should not be placed within 10 feet vertically of finish grade, within 2 feet of future utilities or underground construction, or within 15 feet horizontally of slope faces, in accordance with the attached detail. APPENDIX A (Cont'd.) 4.3 Import: If importing of fill material is required for grading, the import material should meet the requirements of Section 4.1. Sufficient time should be given to allow the geotechnical consultant to observe (and test, if necessary) the proposed import materials. 5.0 FjllPlacement and Compaction 5.1 Rll Lifts: Fill material should be placed in areas prepared and previously evaluated to receive fill, in near-horizontal layers approximately 6 inches in compacted thickness. Each layer should be spread evenly and thoroughly mixed to attain uniformity of material and moisture throughout. 5.2 Moisture Conditioning: Fill soils should be watered, dried-back, blended, and/or mixed, as necessary to attain a uniform moisture content near optimum. 5.3 Compaction of Fill: After each layer has been evenly spread, moisture- conditioned, and mixed, it should be uniformly compacted to not less than 90 percent of maximum dry density (unless otherwise specified). Compaction equipment should be adequately sized and be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree and uniformity of compaction. 5.4 Fill Slopes: Compacting of slopes should be accomplished, in addition to normal compacting procedures, by backrotling of slopes with sheepsfoot rollers at increments of 3 to 4 feet in fill elevation gain, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the fill out to the slope face would be at least 90 percent. APPENDIX A (Cont'd.) 5.5 Compaction Testing: Field tests of the moisture content and degree of compaction of the fill soils should be performed at the consultant's discretion based on field conditions encountered. In general, the tests should be taken at approximate intervals of 2 feet in vertical rise and/or 1,000 cubic yards of compacted fill soils. In addition, on slope faces, as a guideline approximately one test should be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. 6.0 Subdrain Installation Subdrain systems, if recommended, should be installed in areas previously evaluated for suitability by the gee-technical consultant, to conform to the approximate alignment and details shown on the plans or herein. The subdrain location or materials should not be changed or modified unless recommended by the geotechnical consultant. The consultant, however, may recommend changes in subdrain line or grade depending on conditions encountered. All subdrains should be surveyed by a licensed land surveyor/civil engineer for line and grade after installation. Sufficient time shall be allowed for the survey, prior to commencement of filling over the subdrains. 7.0 Excavation Excavations and cut slopes should be evaluated by a representative of the geotechnical consultant (as necessary) during grading. If directed by the geotechnical consultant, further excavation, overexcavation, and refilling of cut areas and/or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended. 8.0 Quantity Determination For purposes of determining quantities of materials excavated during grading and/or determining the limits of overexcavation, a licensed land surveyor/civil engineer should be utilized. RETAINING WALL DRAINAGE DETAIL SOIL BACKFILL. COMPACTED TO 90 PERCENT RELATIVE COMPACTION* FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT) ** WALL WATERPROOFING WALL FOOTING J"\ .^-* 374'-1-1/2* CLEAN GRAVEL 4* (MIN.} DIAMETER PERFORATED PVC PIPE (SCHEDULE 40 OR EQUIVALENT) WITH PERFORATIONS ORIENTED DOWN AS DEPICTED MINIMUM 1 PERCENT GRADIENT TO SUITABLE OUTLET SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Sue 1" 3/4" 3/8" No. 4NO. a No. 30 No. 50 No. 200 Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 Sand Equivalent>75 3* MIN. COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT * BASED ON ASTM 01567 **1F CALTRANS CLASS 2 PERMEABLE MATERIAL (SEE GRADATION TO LEFT) IS USED IN PLACE OF 3/4--1-1/2* GRAVEL, FILTER FABRIC MAY 3E DELETED. CALTRANS CLASS 2 PERMEABLE MATERIAL SHOULD BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION * NOTECOMPOSITE DRAINAGE PRODUCTS SUCH AS MIRADRAIN OR J-DRAJN MAY BE USED AS AN ALTERNATIVE TO GRAVEL OR CLASS Z INSTALLATION SHOULD BE PERFCRIvCD IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION CERTIFICATION OF COMPLIANCE ,- CITY OF CARLSBAD Plan Check No. 75" DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: -ft-Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas, CA_ 92024 (619) 944-430(1 Project Applicant Project Address: RESIDENTIAL: £Q San Marcos Unified "1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) . San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN : JT\CJ SQ. FT. of living area f SQ. FT. of covered area number of dwelling units SQ. FT. of garage area COMMERCIAL/INDUSTRIAL: SQ.FT. AREA Prepared by Date t FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986, (other school fees paid) Other Residential Fee Levied: $ Comm/lndust Fee Levied :$ based on based on sq. ft. @ sq. ft. @ School District Official Title Date AB 2926 and SB 201 fees are capped at $ 2.65per square foot for residential AB 2926 is capped at .27 per square foot for commercial/industrial. Y* •!£-•"• OF' -- -mrT9CHOOU DISTRICT San Warcos to Union High School """ APN:/£_-#O_- CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (6193 438-1161 This form shall be used to determine the amount of school fees for a project and to v«rlfy that the project applicant ha* complied with th* school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT; y* * x Carlsbad Unified San Marcos Unified 801 Pine Avenue 1290 West San Marcos Blvd. Carlsbad, CA 92009 (431-0610) San Marcos, CA 92024 (744-4776) Enclnitas Union _ Sari DJeguito Union High School 101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, CA 9?02U (6t9i 94«-43oa Enclnitas, CA 92024 (753-6491) Project Applicant: £D ^hh*mtJ( APN:/jfe -//Q.- Project Address: J12& fj —RfcSIDENTiAL: SQ. FT, of living area ff 1ZS number of dwelling unit* SQ. FT. of covered area SQ, FT. of garage area COMMERCIAL/INDUSTRIAL: fp-jFT. AREA _ Prepared by lH,ijJLJl lr<^M^ _ Date _Jt FEE CERTIFICATION {To b* completed by the School District) Applicant has complied with fee requirement under Government Cod* 53080 Project is subject to en existing f*e agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986.(other school fees paid) Other Residential Fe« Levied: »3jftU ,^-Vfaa$ed on i.^c^T" sq. ft. g Q- Ls T Comm/lndu»ti.F^«/-J.evjed:$ based on sq. ft. 8 — fic la] l Title AS 2926 and SB 201 fa«g are capped at *2.65per square foot for residential AB 2926 is cappad at .27 per square foot for commercial/industrial. Lawrence E. Winans Architectural Preservation Consultant October 19, 1993 Mike Peterson City of Carlsbad Development Services Building Department 2075 Las Palmas Drive Carlsbad, CA 92009-1576 Re: Plan Check #CB 93-724 Ramsay House 1330 Chuparosa Way Carlsbad, CA Mike: We have forwarded the corrected drawings to Ali Sadre of Esgil Corporation for completion of Plan Check and approval. Frankly, in all the years of practice, we have never had a project so scrutinized. Most of our projects are as complex, if not more so, than Ramsay House. We have requested the drawings be returned to our office upon completion of Plan Check and approval. We do not want the drawings released to the owner without our prior approval in writing. Thank you for your assistance on this project and we look forward to moving into the construction phase. We apologize for the delays. If you have any further questions, please contact our office. Respectfully, :f ,/ Lawrence E. Winans CSI LEW/jcb P.O. Box 4164 • Downey, California 90241-1164 • (213) 560-3098 • (213) 773-9588 • Fax (213) 773-9823 Lawrence E. Winans Architectural Preservation Consultant October 19, 1993 All Sadre Esgil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 Re: Plan Check #CB 93-724 1330 Chuparosa Way Carlsbad, CA Ali: Please find enclosed (2) two sets of drawings, (2) sets of Structural Engineering Calculations, Title 24 Energy Calculations, (2) copies of the Soils Report and your Plan Check Correction Sheets, (1) original and (1) copy. Please return the drawings to us upon Plan Check approval. You may notify the City of Carlsbad of approval, howeever we do not want the drawings released to the owner without our prior approval. Please call if clarification. you have any questions or need additional tl Respectfully, Lawrence E. Winans CSI iF" License #267371 JCB cc: Mike Peterson, City of Carlsbad ! ! I 'P.O. Box 4164 • Downey, California 90241-1164 • (213) 560-3098 • (213) 773-9588 • Fax (213) 773-9823 City of Carlsbad Building Department OWNER-BUILDER VERIFICATION Attention Property Owner: An 'owner-builder' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. [personally plan to provide the major labor and materials for construction of the proposed property improvementTyes^y no) . ,-—• x2. ff {ha^a/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone __ Contractors License No. 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Own Date: 2O75 Las Palmas Drive • Carlsbad, California 92OO9-1576 • (619) 438-1 161