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Home My WebLink About1865 HIGH RIDGE AVE; ; CB901420; Permit• '•'--. .• I •' ••. - - . '(••• - - I B U I L D I N G P E R M I T Permit No CB901420 1. 10/09/90 08 39 . Project No A9001588 Pagel I of I Development No Job Address 1865 HIGH RIDGE-'AV,..Str Fl Ste Permit Type RESIDENTAL ADDITION/ALTERATION 8597 10/9/9 0001 01 02 ParcelNo: 207-385-16-00' • .' C-PRMT 19005., Valuation 39,744 1jD Construction Type VN UI Occupancy Group R3 Class Code Status ISSUED Desription:, 552 SF 2ND STORY RM ADDITION Applied: 09/Q7/90 Apr/Issue 10/09/90 Validated By:,CD Appl/Ownr BEERY, JOHN S 619-931-0655 5315w AVENIDA ENCINAS CARLSBAD,CA 9200 •. -BEERY, JOHN HN ic. OWNER OR Fees Required Z*A o1le& Credits '-,c ' Fees: i62.00....._) ._ Adjustments: / ,j\oo ," Toa1\Credis: .00 ee Total Fees / b2300/ 'jp,.ô'tal Paym'nt's 228.00 Fee description / Ext fee.. Data PlanCheck'.i L_)Build-ing Permit, ii }•228.0 ' Strong.Mot'ion Fee\ \(.WA:.\r II >ii I ' 3.00 - - *', BUILDING.TOTAL I 1\U 11 1 581.00 Eiiter"Y" for Plum ling Issue Fee • >J [ . 7.50'Y Each Plumbincf'Fixture or Trarnp. >.J. 5.00/ 2.50 12.50 . /0 Enter. Y •. for,Electric IssJeFee, > / • -.• .5.00 -Y SingiPhase Per AMP. '\ (/.25 - 10.00 -. * ELECTRICAL TOTAL ($10 Minirnuri)JLt 15.00. Enter Y'for Iviechanical N APPROV INS DATE CLEMANCE S"E 11111 FN CflY OF CARLSBAD . • ,.• • - 2075 Las Palmas Dr., Carlsbad CA92009 (619) 438-1161 • . - _ .• 4 4 4 •._, ; -':.. * - • • • • • • . • -. • -: -. .••4 - . s_i' 5 ' 'I ' "F ' .- £51. VAL PLAN CE DEPOSIT VALID. BY . ' DATE _jQf'l7 n9/(1L7,rQA MAI Al A17 C-PRMT 22.00 2.PROJEcT_I)'lF0RMjI0? PItAN_CHICK No. -. FOR OFFICE _USE _ONLY :. Address j%1 ckit Buildiri'orSui_eNo. . Nearest Cross Streets Id!,fØ#c. LEGAL DESCRIPTION Lot No. ubdivision Name/Ni.anber. Uni . Phase No. 4 CHECK IgLCW IF S*JB$ITTED. Energy Calcs - 2 Structural Calcs 02 Soils Report 1 Addres-sed Envelope ' AS ESSOR'S PARCEL '' . ISTING.USE , PROPOSED USE . DESCRIPTION OF WORK 1GOvl O41 . c,g. BLDG. SQ. FIG. # OF STORIES 3. CONTACT PERSQN . ' ' ' . A I ',' NAME ft tti4i. ' ADDRESS CITY . . . STATE ZIP CODE Z.DO DAY TELEPHONE , 4 ' SIGNATURE 4 APPLICANT ' CONTRACTOR . 0 AGENT FOR CONTRACTOR DOWNER . [-]AGENT FOR OWNER NAME ' . . . ADDRESS A %PC I . CITY . . STATE ZIP CODE - " DAY TELEPHONE 5. NAME &7 ADDRESS ' CITY ' c,\ LE 'S\0llMEJ . ' STATE ZIP CODE ej DAY TELEPHONE q ) S 6: CONTRACTOR NAME ADDRESS CITY STATE DAY TELEPHONE TAT LIC. # LICENSE CLASS - ' CITY BUSINESS LIC. # ' SIGNATURE TITLE DATE CITY 'ZIP CODE DAY TELEPHONE ' STATE LIC. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of,consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or,duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). - INSURANCE COMPANY . . POLICY-NO. EXPIRATION DATE , Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. •, . SIGNATURE ' DATE OWNER-BUILDER DECLARATION' Owner-Builder Declaration: I hereby affirm thatI am exempt from the Contractors License Law for the following reason: - D'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 completin, the owner-builder will have'the burden of proving that he did not build or improve for thepurpose of sale.). I, as owner of the property, am eiclusivety "contracting with licensed contractors to construct. the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). 0, I am exempt under Section ' - '-.. Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any stucture," ' prior to its'issuance, also r ires the a' licantafor such perthit' to file a signed statement that he is licensed pursuant to the provisionsof the Contractors Licent p r 9 c cing with Section 700D of Division 3 of the Business and Professions CodeYor that he is exempt therefrom, and the basis for on.Any violation of Section 7031.5 by any appLicant for a permit subjects the applicant to a civil penalty of 'not more than fiveh 3) J A !a SIGNATURE - . DATE * COMPLETE THIS SECTION FORk 5,25533 IDENTIA BUI ING PERMITS ONLY: Is the applicant or futur ng occu equired tosubmit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25 or 25534 of the Presley-Tanner Hazardous Substance Account Act? . DYES . ONo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' DYE No ' Is the facility to be constructed within 1,000 feet of the outer-boundary of school site? - DYES FI]o IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY 4 I hereby affirm that there is a construction lending agency for the performance of the-work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME - 'LENDER'S ADDRESS APPLICANT'S SIGNATURE' :- I 'certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating -to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO. AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF'CARLSBAD AGAINST ALL LIABILITIES, JILEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. • ' . ' ' 4 I - .4. ' 4. - Expiration. Ev ry rmit issued by the'Building Official under the provisions of this Code shall expire by limitation and become null and void if the building C or work authori ed b such permit is not commenced within'180 days from the date of such permit or if the building or work authorized by such permit is suspended - or abandoned at any im aft r t work is coemienced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNA URE OWNER DCONTRACTOR E] BY PHONE ' . ' DAYS::' _------ -. WHITE: File YELLOW: Applicant PINK: Finance - - .4 •', . . - ' . - • . . '. ,_', . '4 PERMIT-'APPLICATION City. of Carlsbad Building Department' ' 2075 Las Palmas Dr. ;'Carlsbad, CA 92009 (619) 438-1161 J. PERMIT TYPE A - DCOMMERCIAL ONEW DTENANT IMPROVEMENT 5 . B - 0 INDUSTRIAL Dw 0 TENANT IMPROVEMENT , C : ESIOENTIAL DAPARTMENT OCONDO DSINGLE FAMILY DWELLING DDITION/ALTERATION DDUPLEX DDEMOLITIO'N .DRELOCATION UMOBILE HOME DELECTRICAL (—]PLUMBING DMECHAN!CAL DPoO. , DSPA []RETAINING WALL DSOLAR DOTHER - CITY OF CARLSBAD INSPECTION REQUEST - PM-(MiTff .C13901420 FOR 08/30/91 INSPECTOR AREA PD DESCRIPTION: 552 SF 2ND STORY RN ADDITION PLANCK# CB901420 OCCGRP- TYPE:- RAD - CONSTR. TYPE VN JOB ADDRESS: 1865 HIGH RIDGE AV STR: FL: STE: APPLICANT: BEERY, JOHN S. PHONE: 619-931-0655 CONTRACTOR: . PHONE: OWNER: BEERY, JOHN - PHONE:' REMARKS: MH/JOHN/931-0655 - • INSPECTO SPECIAL INSTRUCT: 729-9647 TOTAL TIME CD. LVL-DESCRIPTION .. ACT COMMENTS / '• , 19 ;'ST Final Structural 29 PL -Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 4 - ,•... - 4 . - - - •'•• INSPECTION HISTORY DATE DESCRIPTION ACT INSP COMMENTS 072991' Final Combo CO PD 020791 Final Combo CO PD 9:05 NO ACCESS 111390 Interior Lath/Drywall AP PD :111390 Exterior Lath/Drywall AP PD 110690 Frame/Steel/Bolting/Welding AP PD '110690 Rough/Topout- -• .. AP PD "-110690 iw, Rough, Electric., ,. -AP PD 110590 -Rough Electric . NR PD 110290 Frame/Steel/Bolting/Welding •NR PK -110190 , Roof/Reroof - AP PK OK TO ROOF 110190 . Shear. Panels/HD's AP PK OK TO WRAP -- 101790 Ftg/Foundation/Piers AP PD 101790- . Rough/Topout . . MR PD 101690 Ftg/Foundation/Piers . NR PD ,-10l690 Underground/Under Floor. AP PD 101590' Ftg/Foundation/Piers NR PD 101590 Steel/Bond Beam MR PD 101590 . Underground/Under Floor-, 'I NR PD 101590 Rough/Topout / MR PD 4 101590 101590 Ftg/Foundation/Piers elf, Steel/Bond Beam, NR NR PD ' PD 101590. Underground/Under Floor NR PD - :101590- Rough/Topout NR PD 10190 itg/'ounaation/P1ers CA PD . 101290 •Rough/Topout - - • - - CA PD ., PER TELEPHONE REQUEST - - •- • - - 44 4, - .4 - -- 1 , -- •. - .-'• .4 4 •.- +_ ,• '' 4. •, . • - -. -. ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619)560-1468 DATE: 1 . APPLICANT JURISDICT T .JURISDICTION.: . jPLANC1fECKI OFILE COPY PLAN CHECK NO: 7)_ _/çc SET: [.]UPS . flDESIGNER PROJECT ADDRESS 4 PROJECT NAME The plans 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 jurisdic'tion's building codes when minor deficien- ciesliden€ified 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 acomplete recheck. - Cj.The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck.. The applicantrs 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 been completed. [] Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ .Date contacted: . Telephone - [] REMARKS: . "By:-áLi,L1 __/ZIe. Enölores:________________ ESGILCORPORATION Dvw 0DM V.. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14-68 DATE: _l&V Ao V . V JURISDICTIO JURISDICTION.: VCARLSBAD jPLAN CHECKER V OFILE COPY PLAN CHECKN0: : SET: flDESIGNER PROJECT ADDRESS: f-(v+ .e V PROJECT NAME:_'._cy V - : El Th plans transmitted herewith have been corrected where necessary and substantiall.y comply with the jurisdiction's .building codes. V V V V The plans transmitted herewith will substantially- comply with thejurisdiction's. -building cQdes.Vwhen minor deficien_ V V cies identified V ..-are resolved and V..V. checked by,-building department .s€aff. ..VTheVP'afl.s transmitted herewithhave significant deficiencies V El.id.entified on the enclosed check list and should be corrected V V and resubmitted for a complete recheck... V V • V The-check list transmitted herewith is for your information. .. The plans are ,being held at Esgil Corp. until corrected plans are submitted for. recheck. V The. applicant's copy of the check list is enclosed for the S . jurisdiction to return to the applicant contact person. .: The àpplicant's copy of the check list ha been sent to:. V .JØ4\ -Agcc:7— V V V 4 Ge 3 - , Esgil staff :djd'not advise the applicant contact person that • plan check has been completed • V Esgil staff V did advise applicant that the plan check has V V .been.c9mpleted.. Person contacted: ..• V 'V Date contacted: V Telephone # V '[]'REMARKS:- By:. Enclosures :--. *VESGIL CORPORATION 1-11 Flrh . V V fl V Flirm fl flM - V I_ V '..' v r. j VVV VV V VVV VVVVV V VV VVV VVV V VV VVVVVVV V IN CHOX. NO: q0- / JURISDICTION: CITY OFCARLSBAD TO- ILhAJi.ca'4 #Qz.Ls &fl;' ( '700 ENCLOSURES: L PRO ADRS__i%~ cA/? •7#J I :FLOOR AREA: IC ( REMARKS: PLAN C00ZECTION - CITY OFCARLSBAD SflLE FAMILY _AND DUPLEX DWELLINGS Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based. on regulations enforced by the Building Inspection Department. You may have other . corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 19.88 UPC(eff. 1/1/90) 1987 NEC .(eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above ..regulations apply to residential. construction, regardless of the code editions adopted by ordinance. - The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the. cited codes and regulations. Per-Sec. 303(c), 1988 Uniform Building Code, the.approval of the -plans doe. not permit the violation of any state, county or city law. To speed up: the recheck process. .note on this list (ora _copy) where each correction item has been addressed i.e., plan sheet, _specification,etc.Be' sure to enclose the marked up list when.vou submit .the revised plans . Date plans received by jurisdiction: . V Date plans received by-Esgil Corporation: Date initial plan check completed O By.: _tAJfr.( -. Applicant contact person: V .. Telephone: _/-$_. .. . . . - NOTE: 'PAGE NUMBERS ARE NOT IN SJCE AS PAGES HAVING NO ITG NE)ThG a)RE'flONS WE DRLFT --. List' No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) t - - PLANS l9'. Show on the title sheet all structures, -pools, - f walls, etc. included under this application. -.1. Please make all corrections on the original - Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: . identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, Clealy show if the lower level is a basement Suite l'2O8, San Diego, California 92123, - . / or a story, based on the definitions in (619) 560-11468. -- - Sections 1403 and 420. Plot the finish grade b2. (as defined) -on the elevations and dimension Please make all, corrections on the original - the distanée to the floor above, for story tracings and submit two new sets of prints, determination. • and any original plan sets that may have been returned to you by-the jurisdiction,.to: -On the- cover sheet of the plans., specify any - - items requiring special inspection, by way of The jurisdiction's building -department. - the following: - - Indicate on -the Title Sheet of the plans, the REQUIRED SPECIAL INSTRUCTIONS . / • name of the legal owner and name of person - - In addition- to the regular inspections, the ..responsible for the preparation of the plans. - following checked items will also require - - Section 302(a)7. - Special- Inspection in accordance with Sec 306 of the Uniform- Building Code. - /4. All sheets- of plans must be signed by the - .1 person responsible - for their -preparation. ITEM REQ.-IF - REMARKS - (California Business and Professions-Code). CHECKED - * - - - SOILS COMPLIANCE - -5.- 0 Plans, specification and.calculations- shall be PRIOR TO signed by the California state licensed - FOUNDATION INSP. - - engineer or architect responsible for their preparation, for plans deviating from -- - SRUCTURAL CONCRETE - conventional wood frame construction.-- Specify - OVER 2500 PSI expiration date of license. (California - -. - -- Business and-Profession Code). - - PRESTRESSED STEEL - Specify on the-Title Sheet of the plans the FIELD WELDING 1 - gross floor area of each element of this - - - ' project including dwelling, garage,carport, HIGH STRENGTH BOLTS - - patio, deck and -balcàny. Section 302(4). - - D(PANSION ANCHORS Provide a statement on the Title-Sheet of the - - - - plans that this project -shall -comply with Title SPECIAL MASONRY - - 24 and 1988 UBC, UMC and UPC and 1987 NEC. - - - - - - - SPRAYED ON FIRE - • Submit, fully dimensioned plot plan drawn to PROOFING / scale showing location, size, and use of all - existing and proposed structures on the lot. -. PILES/CAISSONS - - - - . - Identify property-lines and show lot dimensions - - -- and all easements. Show location of all cut or DESIGNER-SPECIFIED - - - • fill slopes. Show finish- floor elevations and - - - - show elevations - of adjacent finish grade. - OTHER - Show drainage patterns with minimum slopes.'- • Section 302(d). - •• - / - - - -. - FIRE PROTECTION 4.- Indicate distance from property lines to. -proposed building. Section 302(d). - /3. Exteriorwalls closer than 3 feet to property lines shall be one-hour rated construction and - have no openings. Table 5-A. - • ••-- - - * 12/11/89.- -. - - , . - - - - -2 - - - - -- - - --- _,, v.'- • - -. • - t - - - Exterior walls closer than 3 feet to a property / line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. .i. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Section 1710. /6- - Eaves over required windows shall be not less than 30 inches from the 'side and rear property lines. Section 504. /7..-Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 8. Projections, including eaves,, shall be 'one-hour fire-resistive construction, heavy timber or of- noncombustible material if they project into the 3' setback area from the property line. Section 1710 19. Show location of permanently • wired smoke detector Centrally located in corridor or area giving, access to sleeping rooms: On each story. - In the basement. - - - d. When sleeping rooms are upstairs, at the - uppers level in close proximity to the stair. e. In rooms adjacent to hallways serving bedrooms, when such rooms have-a ceiling height 24 inches or more above the ceiling height in the hallway. . NOTE: Detectors shall sound an alarm audible in - all sleeping areas of the unit. Section 1210 20. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors- shall be provided at - existing bedrooms per item 19 above. -Section - •'- -1210. -• / •: GENERAL - RESIDENTIAL RIJIK24EYrS 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). Window area must be at least 1/10 of - the floor - / - area and a minimum of 10 - square -feet per - Section 1205 (a). - Appears to be deficient in Openable window area in habitable rooms must - "be 1/20 of the floor area -and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section- 1205 (a). /4- At leastl/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 openinto 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). Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). - Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). - 4. No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). 0. Show that ceiling height for.habitable'rooms is a minimum of 7'61'. Section 1207 (a). / Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 2. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in - front of water closet. Section 511 (a). - -33. Specify - safety glazing -for glazing in hazardous locations such as glass doors, - glazing adjacent to doors and glazing adjacent to walking I sfaces. Section 5406. poc 34. Glazing, in the same wall -plane as a door, rnust,be safety glazing if within 12" of the door and less than 60" above the walking - surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. UJtO). A 5. Glazing in shower and tub enclosures shall be tempered, laminated - or approved—plastic plastic - (including windows within 5 feet of tub or - -shower floor). Section 5406 -(d) 5. - . ,..-'. . .'' • . 0. Provide spiral stairway details,.per Section 6. Provide skylight details to show compliance / 3306 (f): " . . with Sections 3401 and 5207 or provide I.C.B.0. approval number. Minimum run is 7 1/2 inches measured at.a point 12 inches from where the treads are 3. Plastic skylights must be- separated from each the narrowest. I other by at least 4feet. Section 5207 (a) 6. • Maximum rise is 9 1/2'inches. Maximum 64. Show attic ventilation. Minimum vent area is clear opening between risers, is 6 inches. - .1/150 of attic area or 1/300 of attic area if - . - at least 50% of the required vent is at least C. Minimum headroomis-6-feet 6 inches 3 feet above eave vents or cornice vents. • -. - - Show required area and area provided. -d. The tread-must provide a clear walking Section 3205 (c). - area measuring at least 26 inches from the - outer edge of the supporting column to the - . MASONRY - inner edge of 'the handrail. --Provide fireplace construction details or note 1. Spiral stairways may not be for / 'construction used required to be per attached fireplace / -- exits when the area served is greater than'400 standard drawing. Chapter 37. sq. ft. Section 3306 (f). • - / '. Provide I.C.B;0. Research Report and number for - '76. Show 'anchored veneer support and connections attached to wood in-Seismic Zones 3 and 4, / • metal stairway, or submit plans and comply with Section 3006 (d)1 and Section 2515 - - calculations and approved-fabricator registered ' (a). Show ties and #9 wire in horizontal - with the building department or note that the joints. 'stairway fabrication plans shall be submitted to. and approved by the building official prior /7. Show height and construction details of all ' ,to installation. - . I masonry walls. Chapter 24. 3. • Exterior stairways shall not project into the 3 ' . - Show -floor and roof connections to masonry - -- f. foot setback from the property lines. Section walls. 'Connection shall resist 200 pounds per, -, ' 3306 -(n). - - lineal foot - or the actual design load,. , whichever is greater. Cross grain tension or, The walls and soffits of the enclosed usable bending;in wood ledgers is not permitted. / ' spacè under interior stairs shall be protected Section 2310. ,r on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). , f9. Show a minimum 2" air space 'and.f lashing 7' between planter and building walls. Within units,' show that corridors 'have a 'Within 'Section 2516 (c)-7. width of36 inches. Section 3305 (b). , - - - - ' •- - - RMFDiG - GARAGE AND CARPORTS - - 74Ø. Garage requires, 'one-hour - fire protection on - - - Specify roof slope. - - / the garage side of-walls and ceiling,coon to 1 - ' - ' - the dwelling. Table 5-B, Section 503 (d). '1. Roof slope is not - adequate-- for roof type specified.- Table 32-B,C,D-'and E. . - 7ft. - All elements- supporting 'floor above garage,- . - Specify roof material'and applicttion. Chapter - / ' including walls supporting floor joists, must have'one-hour fire-resistive protection'on the f ' 32. ' ' , '- -. ---, - -. - gaiage side.- Section 503 (b); - Specify I.C.B.O. or U.L. approval number,for" roof'materials in 7/ Show 1 . 3/8" solid -core self-closing door for not, covered U.B.C., e.g., , - openings between garage and dwelling. Section -' tile, etc. Section 107. • 503 minimum 1/4 inch per foot roof slope ' ,(d).' Specif) ' /3. Garages are not to open into a room permitted / for drainage or design to support accumulated ' - used for sleeping purposes. Section 1104. • water., Section 3207 (a) and. Section 2305 (f). ' , - - ' 1.. "Show-roof drains and overflows. Section 3207. - - -- 4 4 ', • • -- S •' '' - ' ' ' -. • - ' - 12/11!89 - , - - ' ' ,. , - •' •' i'-- - - , ' - - 1 z. Detail all post-to-beam and post-to-footing 1/6. Columns and posts 'located on concrete or I connections and reference the detail to the masonry floors or decks exposed to the weather plan. Section 2516 (m). ' or' to water splash or in basements and which - support' permanent structures shall be Detail shear 'transfer connections, including supported by concrete piers or metal pedestals /. roof and floor diaphragms, to .shear walls, projecting above floor's unless approved wood Section 2513.' of natural resistance to decay or treated wood is used. Section 2516 (c) 4. lX6. Specify nail size and spacing for all shear / / walls, floor and 'roof diaphragms.. Indicate 177. Individual concrete or masonry piers hall I required blocking. Maintain maximum diaphragm I project at 'least 8 inches above exposed ground dimension ratios. [Tables 25 I, J, K and unless the columns or posts which they support Section 4714 (d)]. ' , are of approved wood of natural resistance to . . ' , decay or treated wood is used. fl7. Provide truss details and truss calculations . Section 2516 (c). 4. for this. project. Specify truss identification / numbers on the plans. . ., . ' ],E8. Show-location, of attic access with minimum / size 22" x 30". Section '3205. ,114é. Show 1/2" minimum clearance between top 'plate . I / of ' interior partitions and bottom 'chord of ),t9. Show draft separation for attic areas between ,trusses. * (To ensure loading will .be as . , / units in a duplex. Section 2516 (f). designed). • _/ ' '. Specify plywood and/or particle board l,t9. Provide roof framing plan, and floor framing ' thickness, grade and panel identification - plan. Section 302 (d). . - ' index. Table 25-S. ' ' , 720: Provide framing sections through ,],81.' When roof pitch is less than 3:12, design / ridge as a beam. Section 2517 (h). ': ' 1/2. If foundatio'n cripple wall studs are less than 14" high, framing shall be.solid blocking, or Section .302(d). . ' / / sheathed with plywood. Section 2517 (g).4. ]/l. .Specify all header sizes for opening over 4' ],A3. Cripple wall studs exceeding 4 feet in height wide. Section 2517 (g) 5. ' / shall be 3 inch by 4 inch or: 2 inches by 6 inches when supporting 2 stories. ]/22. Provide calculations for main vertical and Section 2517 (g) .. - horizontal framing members and post'footings. / - . Section 302 (b). l4. Show plywood sheathing over exposed eaves, or I other weather exposed areas, is "bonded with -,23. Provide calculations for lateral loads, shear exterior . glue." Plywood used for exterior panels, shear transfer and related. Section wall covering shall be the. exterior type. 302 .(b). • ' , Section 2516 (i), 2516(g)3. / 4. In Seismic Zones 3 and 4, the allowable shear . ]á5. Detail truss layout for 30" x 30" attic . 1 wall values for drywall in Table '47-I must be I access,' if required for equipment in the reduced 50 percent when considering earthquake attic. - loads. This 'does 'not apply to wind loads. / Footnote l.-' Ridges, hips, and valleys shall be at least I one size . larger than supported rafters. 725. Show on the plans, all structural requirements /7 . Section 2517 (h) 3. developed in the structural calculations. '-Section 302 (d). (See comments below 'or at In open beam construction, provide strap ties end.) ' across the beams at the ridge support. Section 2501 (b) HA1UCAL (uNIFo( KDCHANICAL (x)DE) .: -- - ,- , All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical - " :-."• . - . ' 'Code. . * -•- ' - - - -i- . - -2112/90 8 heating 18. Show -the size, location and type of all / and cooling appliances or systems. 1/9. Show source of combustion air to furnace, per / -Chapter 6, 1 0. Every dwelling unit shall be provided with I 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. All wiring shall comply with the National Electrical Code. 151. Show on the plait the amperage .of th electrical service, the location of the service panel and the location of . any sub— panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 11. Show minimum 30" deep unobstructed' working 2. Show location of all electrical receptacles. space in front of furnace. Section 505, UNC. / . . . 153. Electrical receptacle cationspd/p spacing 1. Furnace shall not be installed in any bedroom, is not adequate in V6 / bathroom or in a closet or coitfined space with ... though such, room unless 1C)tJP (tT, O' 7±ET Al- L,3 /1 specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UNC. 1;"3.Show .I.C.B.0. approval- number for prefab I - fireplace. Show height of chimney above roof. per I.C.B.0. approval or Table 37-B. 1.Show access to the attic.contathing equipment / 'tO be minimum 30 inches by 30 inches. The - . opening may be 22 inches by 30 inches if the equipment, can be removed through such opening. Section 708 UMC. Where equipment is installed in. the attic, the distance from the attic access .. to such equipment shall not exceed 20 feet. - 11. , Note that p ssageway to. the attic furnace shall / be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UuIC. Show p'rmanent electrical &utlet and lighting fixture controlled by a switch for the attic furnace Section 708 INC. 1L. Show details to comply with Sction 709 for / furnace under the floor, or Section 710 for roof or outside furnace. 1/9 Note on plan Gas vents and non-combustible ...piping, in wails,'through three floors or less shall be effectively draft stopped at each floor or ceiling._ . UBC, Section 1706 (a*) "6,., l. Provide dryer vent to outside. UulC, Section / 1903. •--•, , . /4 . Show at least one convenience outlet other than outlets for laundry, .etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen / counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 4'6. Note electrical system ground to be provided / .per NEC, Art. 250-81. PLUMBING (UN04 r C0o) l/1. Show water heater size, type and location on I plans. UPC, Section 1301. .118. Show source for providing combustion air to / fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 1/9. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. - Provide adequate barrier to protect 'water I . heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater and show I route of discharge line .to exterior. UPC,Section 1007 (e). - - . • Show that water heater is adequately braced to l7'. For' room additions,,show that the glazing area / resist seismic 'forces, when not' connected by I of the addition does not exceed 16% of the rigid pipe. UMC Section 504(d). newly-conditioned floor area,, plus glazing / removed or relocated due to the addition. ]q3. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. ~4. Provide fluorescent general lighting in UPC 909 (d). , kitchen(s) per CAC, Title 24, 2-5352(J). / Provide clothes washer hook-up for each unit. Title 24, Part 3. / CARLSBAD S.F.D. & DUPLEX SUPPLEMENT - 1/5. Energy conservation design should be for Zone NOISE INSULATION (IXJPLEXES) I 7. 5. '.Show details of duplex common (party) walls and '6. Floor drains must have auto-prime (city / floor/ceiling assemblies to achieve a Sound policy). Transmission Class (SIC) rating in walls of .50' ) decibels and an Impact Insulation Class (IIC) . )ft7. Note exhaust fans cannot -be ductless type ' . rating on floor/ceiling of 50 decibels.- . ,' (city policy). Title 24. . ' New residential units must be pre-plumbed for /8 .' /6. Show how penetrations of assemblies for piping, future solar water-heating. Note "two roof electrical devices, recessed - cabinets, jacks must be installed" where the water bathtubs, soffits or heating ventilating, or heater is in the one story garage and, directly exhaust ducts shall be sealed, lined, or, - -below the most south facing roof (City insulated to maintain required sound ' , Ordinance No. 8093). - ,• ' , -/ transmission rating. Title 24. ' -•. / 1/9. - Note "two 3/4" copper pipes must be.installed ],67. - Provide insulation in walls and ceiling to to the most convenient future solar panel "cl achieve STC of 50 between garage and living location when the water heater is not in a one - area if garage use is not controlled by story garage and is not directly below the 'resident. Title 24. - most south facing 'roof. (City Ordinance No. - 8093). ENEY. NSVAIION I - - - :. -. 1f6. - . . ' . l0. All piing for present or future solar water Provide -.plan, calculations and worksheets to 'heating must be insulated when in areas that /. show compliance with current energy standards, are not heated or cooled by mechanical means (city policy). - - .1,. The regulations require a properly completed ,and 'properly signed Form CF-1R to be either 1l. Incorporate the waterproofing details, on the imprinted on the plans, taped to the plans or , attached Policy 80-8, where interior living.. • "sticky backed" -on, the plans, to allow the space occurs below grade at the masonry - - building -inspector to readily compare the wall(s). - - , - - actual construction with the requirements of , J •-. the approved, energy design. - ),2. Show on the Title Sheet on-the plans, the / information required by the attached 170. All energy -items shown on the plans must be in Developmental Services Sheet 112383. - agreement with the information shown on the properly completed' Form CF-1R. . Sadditions, All new residential 'buildings, including require a, soils report. Please : /P. Specify -on the buildinn plans all of the submit two copies. Exception: If a roommandatory energy 'conservation requirements as addition is limited to one story and 1000' sq. listed on the enclosure 'titled, "Mandatory ft. in area, then a soils report is not Energy Conservation-Requirements". - required. Esgil Corporation will advise the City to place their soils notice stamp on the •'.172. Show -the make,-- model and efficiency of the - ' -' plans. 7' • space heating (or cooling) system-and provide j heat loss calculations if the output exceeds - i4. Heavy timber framing, minimum 6" x 10" beams - 45,000 BTU/Hr. ' ( 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).. - , 2/26/90 • . - - - . '' ' - 10 - ... )4'5 AlPstructures require aClass B roof covering, I -except room additions. If a room addition Eiclosures: covers all of the existing building (2nd story - addition),' then the above exception doesn't apply. I -. . ]46. City Ordinance 9792 requires two parking. .'/ spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 4)47. All chimneys attached to any appliance or fireplace that burns solid fuel shall be '.. equipped with an approved spark arrester.' The net free area of th spark arrester shall be •notless than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat. and corrosion resistance . -"' equivalent to 12 gauge wire, 19 gauge ' galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres -• having a diameter of less than 3/8-inch. MISCELLANEOUS Please see additional corrections, or remarks,' / on the following page. ' 189. To speed :up the recheck process, note on this list (or a copy) where each correction item has , - been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 190. Please indicate here if any, changes have been made to the plans that are not 'a result of - corrections from this list. If there are other changes, please briefly describe them and where ' '- they are located in the plans. ': Y. 'Have changes been made to the plans not • resulting from this correction list? Please - •', check. _____Yes No '4 '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 projec4 If you have y questions regarding 'these plan chck 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 L DEVELOPMENTAL 1200 ELM AVENUE SERVICES CARLSBADCngg BUILDING DEPARTMENTS (519) 438-564 (itp of Carl5bab S THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address 'Legal Description Assessor's Parcel Number •5 - , Quantity of Grading in cubic yards Contact Person - Name and daytime PhoneNumber Circle any Planning Commission or City Council Action on this Property Variance, Coritional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan - - S ;I • • PLAN CHECK NUMBER cd 112383 -S -- -3_ - - BUILDING PORTION-. BUILDING AREA • VALUATION MULTIPLIER VALUE 1 Air Conditionin .. Commercial -•• : . - I _____________________ Residential Fire Sprinklers Res. or CornTn. . . • -- Total Value - D ate 8/ôlO - Ju'isdiction CARLSBAD , P'eared by Bld g. Dept. 1 VALUATION AND. _PLNCHECKFEE 0. Esgil PLAN CHECK NO._ BUILDING ADD RS Js0c_ APPLICANT/CONTACTJ.. PHONE NO. BUILDING OCCUPANCY - / DESIGNER PHONE - TYPE OF CONSTRUCTION' i CONTRACTOR PHONE__________ r BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 20 SEPO • ITEM COMPLETE PLANCHECK NO. —42Q ITEM INCOMPLETE - NEEDS YOUR ACTION 2 3 15 1-4(G AE N R • X ITEM SELECTED T.' :D D .A.PN 201Bl( ..:C *C ,C PROJECT ID:_________________________ H •H H E •. E E LEGAL REQUIREMENTS CC'C ,•.•• K 'K K Site Plant 1 Provide a fully dimensioned site plan drawn to scale Show north arrow, property lines, easements, existing and proposed . •• structures, streets, existing street improvements, right-of- way width and dimensioned setbacks E . 2. Show on site plan: Finish floor elevations, pad elevations, - elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway, with.percent (%) grade and drainage patterns. 3 Provide legal description and Assessors Parcel Number Discretionary Approval Compliance NoDiscretibnary approvals were required. . Project complies with all Engineering Conditions of Approval for Project No ______•6.. Project does not comply with the following Engineering Conditions of Approval for Project No. 4 Conditions complied with by':Date -I •• Field Review . • • 7 Field review completed No issues raised 8 Field Review completed The following issues or discrepancies with the site plan were found A Site lacks adequate public improvements B Existing drainage improvements not shown or in conflict with site plan C Site is served by overhead power lines ,• •• • 0 Grading is required to access site, create pad or provide for ultimate street improvement FRM0010 DH , 08/29/89 E . .Site access visibility problems exist. Provide onsite - turnaround or engineered solution to problem. F Other Dedication-Requirements . VV/ 9 No dedication required 10 Dedication required Please have a registered Civil Engineer .'. or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit The description of the dedication is as '"•• ''; follows: :''W.-. - * I - - - k . :;-'• •i -- I Dedication completed, Date: By 9 Improvement Requirements - - / -V 11. . No public improvements required. SPECIAL NOTE: Damaged or - -. • defective-Improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy . 12. Public' improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code Please have a registered Civil Engineer I prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. -. . . .. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit The required -' -- - ..- - .- - improvements are:________________________________________ .-' . I. Improvement plans signed, bate: By *1 I•* .' I , . - - FRM0010 DH 08/29/89 - S 13. Improvements are required. Construction of the public 'improvements may be deferred in accordance with Section 18.40 of the City. Code. Please submita letter requesting deferral of the required improvements together with a recent title • report on the property.and the appropriate processthg fee so .., ...• • • we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future Improvement Agreement completed, Date________________ By Grading Requirements 13a..Inadequate information available on site plan to make a ' . . ,.• .- ';.- - . determination on grading requirements. Please provide more 'e detailed proposed and existing elevations and contours Include accurate estimates of the grading quantities (cut, fill, import, export) fr.. - I-- J,1' - V 14 No grading required as determined by the information provided on the site plan 15 Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department NOTE The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits Grading Inspector sign off. Date: By: Miscellaneous Permits V"16 Right-of-Way Permit not required 17 Right-of-Way Permit required A separate Right-of-Way Permit issued by the Engineering Department is required for the following . , / 18 Sewer Permit is not required 19. ' Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance The fee required is noted below in the fees section / 20 Industrial Waste Permit is not required FRM001O OH 08/29/89 - - k 21 Industrial Waste Permit is required Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits Permits must be issued prior to occupancy. .- Industrial Waste Permit accepted - Date: By Fees Required W./A 22 Park-in-Lieu Fee - Quadrant: Fee per Unit: Total Fee r'4P 23 Traffic Impact Fee Fee Per Unit Total Fee NIPS 24 Bridge and Thoroughfare Fee Fee per Unit Total Fee t-41A 25 Public Facilities Fee required NIA 26 Facilities Management Fee Zone: Fee NIA 27 Sewer Fees Permit No. EDU's_________________ Fee ,•• 't_ .•• . - NJ A 28 Sewer Lateral required Fee: . REMARKS I 4 - - r I - ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY S sc-4ErcLL Date '2J EDC)D • •. • -• . ''14 • . p -.-.. . - - ;FRMOO1O.DH - , •- .-., •. - 08/29/89 .11 PLANNING MALIST Plan Check APN 7-35-'6 Planner /'ZZZ.) flpi- Phone 434/-161 " (Name)' . S Type of Prdject and Use 4h Zone Facilities Management Zone.______________ ° Legend ..a .. .,: , . Item Complete 0 , Item Incomplete - Needs your action '. 1; 2, 3 Number ii circle indicates plancheck number where deficiency was • \\ identified 121 [1 0 Eñvimnmenthl Review Required: YES NO - TYPE DATE OF COMPLETION .-•- •:. .' . ' ' ,.*. - .__....,_..•. .. L. - —Compliance. with conditions of.aproval? If not, state conditions which require action. Conditions of Approval 0 Discretionary Action Required YES - NO _TYPE APPROVAL'RESO. NO. •. DATE: PROJECT NO: . :. OTHER RELATED CASES: Compliance with conditions'of approval? If not, state conditions which require action. Conditions of Approval .5 5,, ,• - 0 Coastal YES NO DATE OF APPROVAL Compliance with conditions of approval? If not, state conditions which require action. Conditions of Aproval . . [5 0 [1] Landscape Plan Required: YES NO See attached submittal requirments for landscape. plans -1 "1 Site Plan: ' LrI E El 1 Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght of-way width and dimensioned setbacks a . El El El 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and dnveway. - a El El El a 3 Provide legal descnptin of property. El ED 4. Provide assessor's parcel number. / Zoning -'- - - ' - El 1 Setbacks * Front Required Shown mt Side Required Shown Street Side Required Shown - - Rear: ;.. -. Required -, -- Shown.______ El ED 2 - Lot overage Required Shown El El El - 3 Height Required Shown 4- - El LI [1 4 Parking Spaces Required Shown Guest Spaces Required Shown Additional comments and remarks have been made on the building plans These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project Have plans been marked up' YES NO O El E!] Additional Comments OK TO ISSUE _ DATE /Og - Data Ent - . . ... PLNCK.F ''Stae'o1 California, George D,eukinejian, Governor. . .. California Coastal Commission .. 1333 Canu.rio Del Rio S.., Suite 125 Sari Diego, Ca 92108 (619) 297-9740 I DATE October 1) 1990 NAME John Beery 1865 High Ridge Avenue Carlsbad,' CA 92008 LOCATION:' "Same as above -• ' ' '"• PROJECT Remodel and addition of 388 sq ft to the second story and 164 sq ft t o t h e first s'tàry of an existing.2,538 sq.ft. two story, three bedroom single family residence on a10,764 sq.ft. lot. No new living unit is proposed or approved. Thisis to certify that this locationand/or proposed project has been reviewed b y t h e staff on the San Diego Coast District Commission. A coastal development per m i t i s n o t necessary because of the item(s) checked below- Appropriate local permits may no w b e obtained The site is not located within the coastal permit area as adopted. in the 'Califor n i a Coastal Act. of 1976-and effective January 1, 1977, and modified effectiveJanuar y 1 , , . 1980. - --'--: "The poposed development is included' 'in' Catagorical Exclusion No.________________ adopted by the California,6astal Commission. . ' The proposed development is judged to be repair or maintenance activity not, 'resulting in an addition to or enlargement or expansion of the object of such activities (Section 30610(d) of Coastal Act). XXXX The proposed development is an improvement to an existing single family ' residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and'first'coastal road or 300 'feet (whichever -is greater) - ' (Section 13250(b) (4) of Athnii'iistrative Regulations). The proposed development is an improvement toan existing single family - residence and is located in the area between the sea and the first coastal - road or 300 feet (whichever is1 greater) but is not a) an increase of'-10% or ( more of internalflobrireà, b) theconstructionäfân additional story, or C) a significant noh-attached structure (Sections 30610(ä) of CoastalAct fl and Section13250(b) (4) of Administrative Regulations). The proposed development isan interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal ACt). ______The proposed development is an improvement to a structure other than a single . family residence or public works facility and is not included in excluded . catagories of development .(Sec . tion 13253 of Administrative Regulations). 0 .• .'. . The proposed development is.the rebuilding of a structure, other than a public works facility, destroyed by natural disaster. The replacement •. conforms to all of the. requirements of Coastal Act Section 30610(g). The proposed development is exempt under Section of the Commission's "Interpretive Guideline on Exclusions from Permit Requirements Other: . . . . . . .'- -.,•-.•...•-.--,••• .•0 __;•_'•'0_••••••• ._. ................. •• •:: •-' ..-• . .,•. 0 • •• ••: • . .. •.•. . • ''•"-..• 'r'...........- fr - 0 .•- .&-' 00 •••' . - . ( • , - .) .-. ... 0• .-.•. I 0 •.74 ., - This certificatioiI is based on information provided by the;recipient of this letter.. .. If, at a laterdate, this information is found to be incorrect, this letter will become invalid, and any development occuring must cease until a coastal development' '.permit is obtained. ' • : - - 0 • 0 0 Very' truly yours, bharles Damia .. . 0 • . • District Director . By -' - - LIMITED GEOTECHNICAL STUDY PROPOSED RESIDENCE ADDITION 1865 HIGIIRIDGE AVENUE CARLSBAD, CALIFORNIA - FOR MR. JOHN BEERY - - 1865 HIGHRIDGE AVENUE -- -' ••- -• ,.• CARLSBAD, CALIFORNIA 92008 W.O. 1248-SD OCTOBER 1, 1990 -• '4_ •• • - -• (• ,. • •. - GeoSoils, Inc. • ) Inc. 1 Geotechnical Engineering • Engineering GeoIoy 5741 Pcilmth' Way,. Carlsbad, California 92008. (619) 438-3155 • FAX (619) 931-0915' - October 1, 1990 - W.O. 1248-SD MR J'OHM BEERY 1865 Highridge Avenue. ' Carlsbad, California, 92008 Subject: ' . Limited Geotechnical Study Proposed Residence Addition 1865 Highridge Avenue ' Carlsbad, California Gentlemen: In accordance with your request. GeoSoils, Inc. has performed a limited geotechnica1,' study for the proposed additional construction at, the-..'subject', property. ' The purpose of our study was to evaluate the nature of near surface soils underlying the area of the proposed addition and to provide recommendations for foundation design " and construction based on our findings. ' I Our study consisted, of thefollowing: . '. 1 Review of pertinent geotechnical literature 2 Review of preliminary plans for the proposed addition prepared by John'S Beery Architect. Loggingandsanipling of three hand auger borings. Laboratory testing. ad,engineering analysis. - Los Angeles Co. (818) 785-2158 • Orange Co. (714) 647-0277 . Riverside Co. (714) 677-9651 .1 * MR. JOHN BEERY OCTOBER 1, 1990 - W.O. 1248-SD PAGE 2 SITE DESCRIPTION The site is a relatively flat lot, that is roughly square in shape 'and bounded on the southwest and northwest by existing residences and on the southeast and northeast by Telescope Avenue and Highridge Avenue, respectively. The existing residence is a wood frame, slab on grade structure. Drainage on site is directed toward the streets. V PROPOSED CONSTRUCTION V ,* - • V - Information concerning the proposed additional site development was furnished by the client and is indicated on the site plan :.iprepared by John S. Beery Architect. This 1/811= 1' scale site • V• plan was adopted and used as a base map for Plate 1. Vs It is our understanding that proposed additional site development V - .will consist of constructing a two story addition to the south of V •• •, - •the existing living and dining room. P V V - V In the event that any significant changes in the design (as -. .,,outlined in this report) are planned, the conclusions and V • 'recommendations contained in this report shall not be considered valid unless changes are reviewed.. and. the conclusions and - - V • * recommendatiónsveiified-ormodified in•writing by this office. -'V - k . GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 3 FIELD EXPLORATION .'Subsurface conditions were explored by excavating three exploratory borings with a 4 inch diameter hand auger. Auger holes ranged from 2.5' to 3.0' in depth. Logs of the auger holes are included in this report in Appendix I. Field exploration was preformed on September 25, 1990 by one of our staff engineers who logged the test pits and obtained representative samples of material for laboratory testing. The approximate location of the - • hand auger borings are indicated on the enclosed Geotechnical Map (Plate 1) EARTH MATERIALS _,•-,, . •. • - The site is blanketed by a thin layer of soil generated by landscaping which is underlain by terrace deposits - The terrace deposits consist of light brown to yellowish brown silty fine to medium sands which are slightly moist to moist and medium, dense -to dense. Based on our ,observations the materials - .• -• - . - - I - • .. - _J_ - -. - --• are r•considered lowexpansive. - GeoSoits, Inc. - MR.' JOHN BEERY...'-" OCTOBER 1, 1990 W.O. 1248-SD PAGE 4 GROUNDWATER Groundwater was not encountered in our exploratory holes, and there is no evidence of near-surface groundwater on or in the immediate vicinity of the site. Groundwater is not anticipated to affect site development. It should be noted however, that these observations reflect site conditions at the time of this investigation and do not preclude changes in local groundwater conditions in the future. FAULTING AND REGIONAL SEISMICITY No known active or potentially active faults are shown on published maps in the vicinity of the site (Jennings, 1975). No . evidence for faulting was observed in the immediate area. There are a number of faults in the Southern California area which. are considered active and which would have an effect on the site in the form of ground shaking, should they be the source of an earthquake These include the San Andreas Fault, the San Jacinto Fault, the Elsinore Fault and the Coronado Bank Fault Zone. Recent studies in the vicinity of Rose Creek suggest that - the Rose Canyon Fault is probably active. . The possibility of ground acceleration (Greensfelder, 1974), or shaking, at the site may be considered as approximately similar GeoSoits, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 5 to' the Southern California region as a whole. The relationship of the site location to the major mapped faults within Southern California is indicated on the Fault Map of Southern California , (Figure, 2). Repeatable high ground acceleration (Ploessel and Slosson, 1974) on the property will likely not exceed 27 assuming a magnitude 6.5 on the Rose Canyon Fault or offshore extension located approximately 6 miles to the southwest Zone 4 seismic design parameters should be applied • Other Hazards Considered The-following listing includes other seismic related hazards that 'have -been considered for our evaluation of the site. These hazards are considered negligible and/or completely mitigated as a result of typical site development procedures * Surface Fault Rupture * Ground Lurching or Shallow Ground Rupture * Liquefaction * Seismic settlement or consolidation * Potential for tsunamis *5ejche - - - , ,.-•. ..:, ,-•, LABORATORY TESTING :. ' •- -• 'Expansion Tests - - 14 4 A swe1lttestwas performed on a remolded sample of representative soil The-sample was prepared at 80 percent of the optimum • L moisture and at 90 percent of the maximum dry density, placed -- , v- - - GeoSoits, Inc. * •*• MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 6 under a 60 pound per square foot surcharge, and submerged in water for 24 hours The percent swell was then recorded as the amount of vertical rise compared to the original one inch sample height An expansion index test was also preformed on the same material used for the swell test Testing was preformed in .,.,acco,rdancei with standard 29-2 of the Uniform Building Code. '•,Testresults are summarized below: Location Swell % E.I. Expansion Potential Composite >1.0 2 Low Shear Test A shear test was performed in a direct shear machine of the strain control type on a selected undisturbed sample of the terrace material The rate of deformation was approximately 0 05 Inches' per minute. Each sample was submerged in water and sheared under varying confining loads in order to determined couloinb shear strength parameters; angle of internal friction and 4.' • - cohesion The shear test results are presented on Plate SH-1 CONCLUSIONS AND RECOMMENDATIONS 'Based on our field exploration, laboratory testing, engineering ,and'- geologicaI analysis, "it is our' opinion that the site is '.. '•• :. suitable for the proposed additional development from a I.. GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 7 geotechnical engineering and geologic viewpoint, provided that the recommendations presented below are incorporated into the final design and construction phase of development. I FOUNDATIONS General Considering that terrace deposits are just below the thin layer of landscaping, recommendations for site preparation would consists of the following, All landscape or otherwise - - deleterious materials should be removed from the area of the .proposed addition. For slab support any remaining loose materials should be properly recompacted or removed and replaced with clean sand. -. Minor cracking between the old and new portions of the residence - should be anticipated due to initial minor settlement of the new 'foundation system and differential response by the two separate - -' structures'-to seisinic shaking and other normal vibrations -• •• ' ••• • \ ;Tominimizethe dx-ffrentia1 response ,of the two structures, we would recommend doweling the existing footing into the proposed foundation system using #3 reinforcement bars placed on 18 inch centers The dowels should be secured into the existing footing using a nonexpansive high bond strength epoxy or equivalent -E - - - GeoSoils, Inc. , ._•s_-.--. - , I- ,.,- .' MR.. JOHN BEERY OCTOBER 1, 1990' W.O.1248SD PAGE 8 Foundations . * Design: - .1. Continuous strip and spread footings may be used to support. the proposed addition, provided they are founded entirely in terrace material 2 An allowable bearing value of 1,500 pounds per square foot may be used for design of footings Continuous strip ..footings should maintain a minimum width 15 inches and depth of 18 inches Spread footings should maintain a minimum Yconcrete to soil surface area of 4 square feet and maintain a minimum depth of 18 inches The bearing value may be increased by one-third for seismic or other temporary load 3. An allowable coefficient of friction of 0.4 may be utilized in, .the design for the concrete against bedrock materials - with the dead load forces. . * . - - • - . - L .' . , - 4 Passive earth pressure of 250 pounds per square foot per foot of terrace material may be utilized in the design with aniaximum earth pressure of 2,500 pounds per square foot 5 When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one- third For design of isolated poles, the allowable passive earth pressure may be increased by one hundred percent GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 9 - •'. 6. All. footings should maintain a minimum horizontal distance of seven feet between the outside bottom edge of the footing and the face of any adjacent descending slope ' •'. . Construction: ,Based upon, our observations and test data, low expansive soil exists onsite All footings should be reinforced with a minimum of two No.' 4 reinforcing bars, one placed near the top and one placed near the bottom of the footings or as required by the project structural engineer. 2 A grade beam, reinforced as above, and at least 12 inches wide should be provided across any large entrances, where continuous footings would otherwise be interrupted The base of the grade beam should be at the same elevation as the bottom of the adjoining footings 3. If moisture condensation is undesirable, the concrete slabs --should be underlain with a moisture barrier consisting of a minimum of6-mi1 polyvinyl chloride or equivalent membrane, . '- --i- " - • - with all laps sealed This membrane should be sandwiched ' , ,between'a themoistenedsandto.aid in uniform curing of the • ' • • • • .. concrete 4 .. .• ''4 .4. ....- ' • 4. - - -- - • - - ' GeoSoils, Inc. 4 - NR. JOHN BEERY OCTOBER 1, 1990 W. 0. 1248-SD PAGE 10 4. Concrete slabs should be reinforced with a minimum of 6 inch by 6 inch, No. 10 by No. 10 welded wire mesh or No. 3 reinforcement bars placed on 24 inch centers in two '.' directions. Slab reinforcement should be supported to ensure placement near the vertical midpoint of the slab 5 No specific presaturation is recommended for these soil conditions However, all areas where concrete is to be poured should be properly moistened prior to concrete placement • ' Additional Site Improvements Recommendations for exterior concrete flatwork or swimming pool design and construction can be provided upon request If in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request 'Additional Grading This of fie should' be notified in advance of any fill placement, ' or trench backfilling at the site. I •_ _' --. Footing -Trench Excavation • All .footing trench excavations should be observed by a , representative of this office prior to placing reinforcement GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 11 Footing 'trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site Drainage Positive site drainage should be maintained at all times Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area Due to the nature Of on site soils, combined with the hardness and .permeability of the terrace materials, local areas of seepage may 'develop due to irrigation or heavy rainfall. Minimizing irrigation will lessen this potential If areas of seepage develop,"recommendations for minimizing this effect could be ..' ". provided upon request. / Landscape Maintenance 5' ir Water., is known to 'weaken the inherent strength of all earth materials and cause soil expansion Only the amount of 41 irrigation necessary to sustain plant life should be provided . Overwatering the 'landscaped areas could adversely affect the proposed or existing site improvements 1- GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 12 PLAN REVIEW At your request, GeoSoils, Inc has a reviewed the plans prepared by'Johri S. Beery Architect, to evaluate their conformance with the recommendations contained in this report The plans provided were last dated September 7, 1990 and consisted of two sheets designated by drawing numbers S-i and C-i Based upon this review the following conclusions and .recommendations are presented. The proposed foundation construction indicated on the plans - - - provided, is in basic conformance with the recommendations , Jcontain ed. in this report. Additionally, construction should be performed in accordance with the recommendations contained herein. - .- F .. • . We recommend, doweling the existing footing into the proposed foundation system using #3 reinforcement bars placed on 18 inch centers . . Forseisrnic considerations, we suggest that the isolated spread footing on the western side of the proposed addition be tied into the new foundation system with a grade beam. - • . •. - - . . It should be noted that there is a 6 inch difference between the 'bottom of -the'foundation systems denoted in details 1 and 2 a i • - -. - -••'••. -••,•. a - I - - GeoSoils, Inc. / MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD PAGE 13 (Foundation Plan Sheet S-i) As suggested, a grade beam should tie these two portions of the foundation system together. One of the two portions of the foundation system will need to be either ' raised or lowered. It may be desired to underpin the 4x6 post in the area of the kitchen, similar to the #3 detail denoted on the foundation plans, Sheet S-i • • LIMITATIONS The materials encountered on the project site and utilized in our läböratory study are believed to be representative of the total, area However, earth materials may vary in character between excavations and natural outcrops. Since our study is based on the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions.,These opinions have been derived in I accordance with the current standards of practice and no warranty isxpessedr\iiplied •• " •• •-•. • GeoSoils, Inc. MR. JOHN BEERY OCTOBER 1,'1990 W.O. 1248-SD PAGE 14 -. If you should have any questions regarding this report, or if we - - nay be of further service, please do not hesitate to call. . Very truly yours, - GeoSoils, Inc. ' toker Vitha Sin anet, GE 782 ,Staff Engineer /7 Geote nical Engineer Princ ipal Geolo is 782 HSC/VS/TEM/mc . (t.tExp. 12-31-93j)) Enclosures Plate SH-1, Shear Test ram Appendix I - Plate 1, Site Exploration Map OF CA cc (4) Addressee .. . -• 5, * 7,1 a • . - . -. • • . 1 . * S n . _• - . . S. -•.: - - • .•'. S .5 . S.. 'S• r - - 5 5 .5 a., - S., • GeoSoUs, Inc. 3.0 .. - . U 0.5 1.0 1.5 2.0 2.5 3.9 NORMAL PRESSURE —KSF K .O -RESHEAR - EY: : SHEAR TEST DIAGRAM INITIAL SHEAR B-1&1.5' JOHN BEERY --;'- _____ SD I ByGSI Geo$oils,Ic. DATE 10/90 Iwo NO1248- Soil Mechanics • Geology • Foundation Engineering PLATE 1 MR. JOHN BEERY OCTOBER 1, 1990 W.O. 1248-SD BORING LOG Location Depth (ft.) Material Description • 0-3 TERRACE DEPOSITS: Yellowish '- brown to orange brown, moist, loose to dense fine SAND with silt. Total Depth= 3 feet *B_2 0-3 TERRACE DEPOSITS Yellowish brown to orange brown, moist, loose to dense, fine SAND with silt Total Depth= 3 feet No Groundwater TERRACE DEPOSITS: Yellowish 0-2.5 brown slightly moist to 4 moist, loose to dense, fine sand with silt Total Depth= 2.5 feet No groundwater *The ground is landscaped with grass and 6-inches of loose topsoil ,- -r - - \_. _,• .- - -- - F . • - c-, - GeoSoits, Inc. ( - I).-. - • - - - \.• , - - - 1 -* • - • - - 2 - - . . -•_ - - k. \ . T. 00wo rf VAf j= Ne go It _\ . &ppr1kvW \\ - A LEGEND Qt TERRACE DEPOSI a-2 —1 HAND AUGER BORING ALL LOCATIONS ARE APPROXIMATE NO SCALE • It SITE EXPLORATION MAP - -: r JOHN BEERY WO - DATE 10/90 Iwo NO 1248—'SD IBY GSI Soil Mechanics • Geology •Foundation Engineering PLATE I 5 CERTIFICATION OF COMPLIANCE .. CITY OF CARLSBAD . Plan Check No.(L9,7/''C.) DEVELOPMENT PROCESSING SERVICES DIVISION .2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine, the amount of school fees for a project and to' verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until, the certificatiOn is signed by the appropriate school district and returned to the City of Carlsbad Building Department SC HO DISTRICT:: V Carlsbad Unified ' . . ' San Maros Unified S 801 Pine Avenue ' ' ' 'S , 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) ' 'San Marcos, CA 9206.9 (744-4776) Encinitas Union Elementary . ' San Dieguito Union High School 189 Union Street ' --" 710 Encinitas Boulevard- Encinitas, CA 92024 (944-4306) '. •' ' . Encinitas, CA 92024 (753-6491) Project' Applicant: Proje'c't Address: RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ FT of covered area SQ FT of garage area '.,COMNERCIAL/. INDUSTRIAL: SQ. FT. AREA. Prepared By Date S - FEE CERTIFICATION 5 5 5 S - , (To be completed 'by the'S'chool District) ' Applicant háscomplied with fee- requirement under Government Code 530_8'0'- - Project is subject to an existing fee agreement Project is exempt from Government Code 53080 'FinaL Map approval and construction started before September 1, 1986. (other school fees paid) . Other Residential Fee Levied \ based on sq.-ft .@ Comm/Indust Fee Levied: $ - based on , sq. ft.@ S' hooiIfitr1it Cicial - ' Title '. - Date' AB-2926 and SB '201 fees are capped at $1.58 per square foot for residenial. S .AB-2926 is capped at $.26 per square foot for commercial/industrial. ' ' IW• -. • .-.' - - - .• I • - '.. .1: .4 -.-. - ••, B U I.L D 1 N G P E -R H I T * PCR No': 'PCR90110.: 10/12/90 11:1 0 Project No A9001588 Page, 1' of 1 •- ..•: •: Development No:. JobA -ddress: ;1865 HIGH RIDGE AV Str: Fl:' ••- Ste: I.Permit.Type: PLAN CHECK REVISION. 8713 10/12/90 090i.0i- 02 - Parcel No: .207-385-16-00 . , C-PRMT 5100 Valiation: . 0 • Construction Type: VN • . .. . Occupany.Group: •'. •, Class Code: Status: ISSUED Description REVISE SHEETS Si AND S3 Applied 10/12/90' Apr/Issue 10/12/90 .. . • • - • . Validated By 'CD Appl/Oi.inr : BEERY,.JOHN 'S. • 619-931-0655 . • . • 7" ' '5315AVENIDA ENCINAS "K" . . CARLSBAD., CA' 92008 . 'Fees Required **- 'Fee s•lected & Credits ---------- -' - - . Fe s: .. / 1.0 • ' 'AJ%' :_Adjustments: • ' •o Tot a1Credits: - .00 Tótal' Fees:- / 5'I.00 .06 • /.Balnce"CDde \ 51.00 Fee description / Units Fee-/-Unit Ext fee Data - \ c0000 ' eo 41 ., . •- S 4 - 4 A •.. - •' -• • -'-s . -. - £ - - • - • * • • .. - ' * •••, - .- •-- — ' 1 - FINAL APPROVAL INSP., - DATE CLEARANCE - p • •-.: ••__ - -- -- -' •• -• -* ---•, - -4 I • . - .•* C' OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 PERMITS APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-116 ''b.. 1. PERMIT TYPE I A - 0 COMMERCIAL pNEW DTENANT IMPROVEMENT B - 0 INDUSTRIAL DNEW DTENANT IMPROVEMENT C -'ESIDENTIAL DAPARTMENT DCONDO DSINGLE FAMILY DWELLING DDUPLEX DOEMOLITION DRELOCATION DMOBILE HOME DELEC - [-]MECHANICAL DPOOL DSPA DRETAINING WALL [J SOLAR ) a EST. VAL PLAN CE DEPOSIT_______________________________ VALID. BY DATE ADD I T I ON/ALTERAT ION AL ,{1 PLUMB IN16 PROJECT bFORMATION L L4N CHECK , N0 I FOR OFFICE USE ONLY Address S-e Building or Suite No. Nearest Cross Streets 'Tj' IFCAL DESCRIPTION Lot Ro. Sulivision Name/Number A _0i t—NC6 _. hBse,1o. - em CHECK BELCBJ IF SUBMITTED: . 02 Energy Calcs 02 Structural Calcs 02 Soils Report Di Addressed Envelope ASSESSORS PARCEL EXISTING USE • PROPOSED USE USSLXIIiIUN Ur WUKRM c\- J. BLDG. SO. FIG. # OF STORIES ' 'S CONTAJT)PERS dm r ADDRESS NAME tr-ey CITY '/ L,4'1 A - STATE ZIP CODE 7 ?.c7( DAY TELEPHONE — S SIGNATURE ' APPLICANT DCOWTRACTOR 'NAME .5, PROPERTY OWNER NAME CITY ' \ CONTRACTOR NAME CITY STATE LIC. H' LICENSE CLASS SIGNATURE : TITLE DATE DESIGNER NAME ., ADDRESS CITY STATE ' - ZIP CODE AY TELEPOH . A ST'AE LIC. H WORKERS' COMPENSATION . . • Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to setf-irure is),3 or a certificate of Workers Compensation Insurance by an akiiitted insurer, or an exact copy ori\the - insurer thereof filed with the Building Inspection Department (Section 3800, Lab ). INSURANCE COMPANY - . POLICY NO. A4,.6XPIRATION DA - Certificate of Exemption: I certify that in the performance of the work for wh ch thi/)iIilTik is issued. I sha so as to become subject to the Workers Compensation Laws cj California. SIGNATURE DATE • )irector Ot.jrustriaL Relations, certifiedv the Director of the not employ any person in any manner OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm t t I am /r 'the Contractor's License Law for the following reason: I as owner of the property or my employees with ages eir sole compesation, will do the work arid the structure is not 'intended offered for sale (Sec:7044, Business and Professions Code: The ntra 'tors License,•Lw does not apply to an owner of property who builds or impro thereon,, and who -does such work himself or through his own employ s, provided that such improvements are not intended or offered for sa1e. 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 nokbui1d or improve for the purpose - of sale.). 0.'. as owner of the property, am exclusively contractiig with licensed contractors toconstruct the project (Sec. 7044, 1BJsiness and Professions Code: - The Contractors License Law does not apply to an owner of propert who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) "t , 0 I am exempt under Section sl ' Business and Professions Code for this reasoW i'....' (Sec. 7031.5 Business and'Professions Code: Any City or County which requires,i. permit to constructi 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 Contractors License Law (Chapter 9, commencing with Section 7000 of Divisio) 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by'any applicant for a permit subjects the applicant to a civil penalty of not - more than five hundred dollars ($5001). .'•"•' - SIGNATURE . . • ' -. DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - DYES ONO - —Is the applicant or future building occupant_required to obtain a permit from the air pollution control district or air quality management district' DYES ONO - .'.• - .-.. "'- -"' ,.IS the facility to be constructed within 1,000 feet of the outer boundary of a school site? -DYES - E] NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY I, 1989 UNLESS ,THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS d, OF THE OFFICE OF EMERGENCY SERVICES AND THE-AIR POLLUTION CONTROL DISTRICT. •,.,, ' 9. CONSTRUCTION'LENDING AGENCY I hereby, affirm that there is a construction (ending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDERS NAME , , LENDER'S ADDRESS - T' 10. APPLICANT'S SIGNATURE , I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permitjissued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authoriz4 by sui permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended * or abandoned ny ti after the work onmienced for a period of 180 days (Section 303(d) Uniform Building Code). LI OWNER ]CONTRACTOR [-]BY PHONEAPPLICANT SIG T E , WHITE File YELLOW Applicant PINK Finance DAGENT FOR CONTRACTOR DOWNER ADDRESS STATE CITY ZIP CODE OWNER ADDRESS STATE ZIP CODE ADDRESS STATE - ZIP CODE DAGENTFOR OWNER DAY TELEPHONE DLESSEE DTENANT. DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC. # S'V:YV VV V ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 - (619)560.1468 S V ,DATE: - V PP OWE V - • V - S URISDICTI JURISDICTION: JPLAN CHECKER OFILE COPY PLAN CHECKVNO:V V SET: V V ours .. •-.--: V V V — Ii 1DESIGNER PROJECT.•ADDRESS:/ôS /;/ç AUg V PROJECT NAME ;:.The plàns transmitted herewith have been corrected where V necessary and substantially comply with the jurisdiction's V..- building codes. V • V V The plans transmitted herewith will substantially comply with the 'jurisdiction Is building codes when minor deficien- ' cies identified V V are resolved and -checked by building department staff. V5 ., The plans transmitted herewith have significant deficiencies V identified Von the enclosed •hk list and should be corrected and resubmitted for a complete recheck. - '-The check list transmitted herewith is for your information. V TheVplans.are being held at Esgil Corp. until corrected V V plans are-submitted for recheck. V V V V _The' applicant's copy of the check list is enclosed for the V jurisdiction-td-return to the applicant contact person. V 5( V V VJ r The applicant's copy of the check list has been sent to Es lstaff:did not advise the applicant contact person that plan check ,has been V cornpleted. . V D Eil staff did advise aplicant that the plan check has V been cbrnpléted. Person contacted: V Date contacted: V Telephone # V V REMARKS: _ /4Ai Cq4('AA.$//&~j5Z CiJL /,r7Th ho&z> ct -Th : •B;:-Ll _AJeh.e _V V V..ESGIL CORPORATION V io4. CV fl GA 9 AA 1:1 V14 0 DM Enclosures: BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE -..---— -;.: -- _____ Inc Air Conditioninz Commercial 0 - Residential 0 Res. or Comm. Fire_.Sprin)clers - Ttal Value 0 - -- - - t ••_—_.- , . --. Date:jp-iz-?Jurisdiction e,4)&313,Q,V Pr pared byt VALUATION AND PLAN CHECK FEE PLAN CHECK NO .-4? -J4O ,fv' BUILDING ADDRESS - ALA Bldg. Dept. 0 Esgil APPLICANT/CONTACT TToti&Jc,, ,hir4J PHONE NO. ,'AJ BUILDING OCCUPANCY - DESIGNER PHONE____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ ....... Building Permit Fee. Plan' Check Fee $ £31Y • 0MMENTS:,qA,/4 SHEET OF 12/87 C - PERMIT APPLICATION .. .,' City of Carlsbad Building Department . 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 • 1. PERMIT TYPE I A - 0 COMMERCIAL DNEW DTENAWT IMPROVEMENT • B - 0 INDUSTRIAL- ONEW IMPROVEMENT C •''ESlDENTIA1 DAPARIMENT DCONDO []SINGLE FAMILY DWELLING DADDITIOW/ALTERATION DDUPLEX DDEMOLITION DRELOCATION DMOBILE HOME DELECTRICAL PLUMBIN [-]MECHANICAL ' [:]POOL DSPA [:]RETAINING WALL DSOLAR 1HER _Al EST.VAL_________________________ PLAN CX DEPOSIT VALID. BY DATE ' 2. PROJECT IJIFORMATqN L$N CHCK NO. I FOR OFFICE USE ONLY' J' Address tL 'Ie1eh4 Building or Suite No. Nearest Cross Streets ' LEGAL DESCRIPTION Lot go. - Subdivision Name/Number . fho. CHECK BEL(P.J IF SUBMITTED: 02 Energy Calcs 02 Structural Catcs '02 Soils Report Di Addressed Envelope ASSESSOR'S PARCEL -. EXISTING USE PROPOSED USE DESCRIPTION OF WOR -, - .'1 c .. c . BLDG. SQ. FIG. # OF STORIES 1L CONTAJTERSQ NAME ,,, , ADDRESS CITY t_,dIH.A. ' . . STATE c.4. ZIP CODE DAY TELEPHONE 15 ( SIGNATURE 'APPLICANT DCONTRACTOR '. E] AGENT FOR CONTRACTOR DOWNER [_]AGENT FOR OWNER • - NAME . " - ADDRESS CITY . STATE ZIP CODE DAY TELEPHONE - PROPERTY OWNER . OWNER DLESSEE '., DTENANT NAME - , ADDRESS . CITY - STATE ZIP CODE OAT TELEPHONE CONTRACTOR . . NAME ADDRESS CITY . STATE ZIP CODE DAY TELEPHONE STATE LIC # . LICENSE CLASS CITY BUSINESS LIC. H SIGNATURE ' . . . TITLE ' DATE DESIGNER NAME . ADDRESS CITY -. . . STATE ZIP CODE AT TELEP ON TE LIC. # 7.. WORKERS'-'COMPENSATION ATION DA -. Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self ure i he D re tor or a certificate of Workers' Compensation insurance by an admitted insurer, or an exact copy the Certificate of Exemption: I certify that in the performance of the work for Iustrial Relations, insurer thereof filed with the Building Inspection Department (Section 38 00, L ab.A) INSURANCE COMPANY POLICY NO. so as to became subject to the Woikers Compensation Laws o California. SIGNATURE DATE issued, not employ any person in any manner 8. OWNER-BUILDER DECLARATION. )J - Owner-Builder Declaration:.1 hereby affirm t J 1p\VrlIf'the Con or's License Law for the following reason: 0 I as owner of the property or my employees with ie sole c . sation, will work and the structure is not intended fered foi sale (Sec. 7044, Business and Professions Code: The or's Licen aw does not a to owner of property who bu or i thereon,, and who does such work himself or through his own emplo ovided such improv ts.ar ot intended or offered for - ('however, the building ,or improvement is sold within one year ofcompletion, the ow ilder willh the bu n of proving that he did n or improve for the purpose of sale.). . • .- 0 I, as owner of the property, am exclusively contr g with licensed co actors t. construct the proj (Sec. 7044, and Professions Cede: The Contractor's License Law does not apply to an owner of property who ilds or roves ther a for s projects with contractor(s) - licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Profe ns e for this aso - - (Sec. 7031.5 Business and Professions Code:Any City or County which req permit to const , aLter, improve, demolish, or repair any structure, - prior to its issuance, also requires the applicant-for such permit to fi signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 coeieencing with Section 7000 of Divi 3of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption.. Any violation of Section 7031.5 b ny applicant for a permit subjects-the applicant to a civil penalty of not more than five hundred dollars ($5001). .SIáNATURE . . ' . . DATE - COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: - V Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or rik-management and prevention program under Sections 25505; 25533 or 25536 of the Presley-Tanner Hazardous Substance Account Act? , ,- DYES ' ONO ,- . . • . Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? - DYES : DNO Is the facility to be constructed within 1,000 feet of the outer boundary of -a school site? DYES - DNO . . . IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY. KAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . - -- CONSTRUCTION LENDING AGENCY •• . , . I hereby affirm that there is a constructionlending agency for the performance of the work for whichthis permit is issued (Sec 30970) Civil Code). LENDER'S NAME . , LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I• have read the application and state that the above information is correct. I agree to comply.with all City ordinances and State laws relating to building toristructi6n. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAT IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE GRANTING OF THIS PERMIT. Expiration. Ever perni issued by the Building Official under the provisions of this Code sall expire by limitation and become null and void if the building or work authori by s permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is uspended or abandoned nyti - after the work •, - nced for a period 6f,180 days (Section 303(d) Uniform-Building Code). -, -l k APPLICANT SI YE ' - DOWNER DCONTRACTOR DBY PHONE -- - WHITE: File, YELLOW: Applicant PINK: Finance