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HomeMy WebLinkAbout267 JUNIPER AVE; ; CB901239; Permit-6.00 2.50 1.00 6.50 1.00 2.50 1.00 2.50 100.00 .25 1.00 9.00 1713.00 Y 5499.00 7.50 1 15.00 6.50 2.50 2.50 34.00 5.00 1 25.00 30.00 15.00 1 9.00 24.00 B U I L D I N G P E R H I .T Permit No: CB901239 12/27/90'15:09 Page 1 o 1 Job Address: 267 JUNIPER AV Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) Parcel No: 204-240-30-00 Valuation: 81,648 Construction Type: NEW OccupancyGroup: R3/M1. Class Code: Description: 924 SF ADD + 840. GARAGE Appl/Ownr : HAGENSON, MARK 267 JUNIPER AV CARLSBAD, CA 92008- Project No:. A9001367 Development No: Str: Fl: Ste 0075 12/27/90 0001J! 02 C-FRMT 5268.00 Status: ISSUED Applied: 07/30/.90 Apr/Issue: 12/27/90 Validated By: RS 619L720_0615 CQ OWNER :HAGENSON, MARK - / ,r-LicN, OWNER 619-487-8133 267 JUNIPER/AV,- CARLSBAD CA 92008 *** Fees Required I *** -2' *** F.ee.5Coflect:ed & Credits I r. ' 1J '- Fees: /, 570 -------------------- 0 '\ c3 \ Adjustments: / /'-. .00 Total Credits: \ .00 / - -' r ) -Total Fees: I 5,587.00 •-' TotLPymerits: \ 319.00 - Blance Due.: 5,268.00 Fee description ( Ext fee Data Building 559 Plan Check Strong Moti on 1:ee 6.00 \ .00 I 363.00 Enter 'Y' to Autocalc License Tax > / / 2858.00 Y F.M.F./G.M.F. and / / 01 el Enter '1' to Autocal '' / 600 Enter Number of EDU \ Enter 'Y' to Autocaic M'F.F. ii flc> * BUILDING TOTAL Enter "Y" for Plumbing Issue F_ ' > Each Plumbing Fixture or Trap '-*- Each Building Sewer > Each Water Heater and/or Vent > Gas Piping System > * PLUMBING TOTAL Enter "Y1 for Electric Issue Fee > Single Phase Per AMP . > * ELECTRICAL TOTAL ($10 Minimum) Enter '1' for Mechanical Issue Fee> Install Furn/Ducts > * MECHANICAL TOTAL CflY OF CARLSBAD . ... . .. - 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department - 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - []COMMERCIAL []NEW DTENANT IMPROVEMENT B - INDUSTRIAL DNEW DTENANT IMPROVEMENT C - ESIDENTIA1 []APARTMENT OCONDO []SINGLE FAMILY DWELLING DADDITION/ALTERATION DDUPLEX []DEMOLITION I DRELOCATION DMOBIIE HOME []ELECTRICAL 0PLUMBING DMECHANICAL DPOOL DSPA []RETAINING WALL []SOLAR DOTHER_______________ EST. VAL (a 1 PLAN CX DEPOS I VALID. BY _ DATE ___ rQ44 çl(/30/9 02 C-PIRMT 319-00 PROJECT INFORMATION PLAN CHECK No. I FOR OFFICE USE ONLY Address q er . put ding or Suite No! - v 4u-. Nearest Streefs LEGAL DESCRIPTION Lot NO. Subdiv i n NamejNumber Unit No. Phase No. 1 CHECK BELOW IF SUBMITTED: [J2 Energy Calcs 02 Structural Calcs 02 Soils Report Dl Addressed Envelope ASSESSORS PARCEL EXISTING USE PROPOSED USE '"q 7g , g'4'c, BLDG. SO. FIG. if OF STORIES 2- CONTACT PERSON NAME YYLrk 4aa ADDRESS fl.M,/3rAue CITY .4,j544 - STATE C4, ZIP CODE DAY TELEPHONE Ij .._710 14) SIGNATURE . APPLICANT []CONTRACTOR NAME I4LtJeJ50,1 l((Irk DAGENT FOR CONTRACTOR CIER' ADDRESS . 0AGENT FOR OWNER 7U'—'66 CITY ,d,/tj bi STATE ZIP CODE q Z60 9 DAY TELEPHONE /33 PROPERTY OWNER NAME OWNER ADDRESS 2..,7 ?J,,pr/?JJLESSEE OTENANT I.Ieqe 5 t4 jtrk CITY AA11, STATE ZIP CODE CRD4 DAY TELEPHONE e CONjRAfTc ADDRESS 26'I- Yu,pe— NAME CITY C,.),IJ.t)4 STATE C'1L ZIP CODE 12,000 DAY TELEPHONE STATE LIC. if LICENSE CLASS CITY BUSINESS LIC. if SIGNATURE , TITLE DATE CITY ,_/.6/4td - - STATE Q ZIP CODE - - DAY TELEPHONE 720 0615 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. Q. 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 -BUILD aration: I hereby affirm that I am exempt from the Contractor's License Law tor the toitowing 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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencingwith Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exelrptio9. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five h W dollars t35c0n. . I / SIGNATURE '9J' 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 []NO Is the applicant or future building occupant required to obtain a permit from the air lioltution control district or air quality management district? DYES []NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES []NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and state that the-above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within TED days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE J J/ DOWNER flCONTRACTOR BY PHONE APROVYI8Y:' - DATE WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PEPNIT# CB901239 FOR 03/06/91 INSPECTOR AREA PD DESCRIPTION: 924 SF ADD + 840 GARAGE PLANCK# CB901239 -. 0CC GRP TYPE:RAD CONSTR. TYPE NEW JOB ADDRESS: 267 JUNIPER AV STR: FL: STE: APPLICANT: HAGENSON, MARK PHONE: 619-720-0615 CONTRACTOR: PHONE: 4 OWNER: HAGENSON, MARK PHONE: 619_48i 843,\r REMARKS: MH SPECIAL INSTRUCT: CD CD LVL DESCRIPTION INS PECTOR (iI-LZ PERNIT# TYPE STATUS CB870667 PAD EXPIRED ACT COMMENTS TOTAL TIME: --RELATED PERMITS- 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 030191 Final Combo CO PD 020891 Insulation AP PD 020891 Rough/Ducts/Dampers AP PD 020791 Frame/Steel/Bolting/Welding PA PD .013191 Shear Panels/HD's AP PD 012991 Rough Electric NR PD 012991 Rough/Ducts/Dampers NR PD 011191 Ftg/Foundation/Piers AP PD 011091 Ftg/Foundation/Piers AP PD 011091 Steel/Bond Beam AP. PD 010991 Ftg/Foundation/Piers NR PD 010891 Underground/Under Floor CO PD 010391 Ftg/Foundation/Piers CO PD 122890 Underground/Under Floor NR PD ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: i'./Z7/o JURISDICTION JURISDICTION: NCHCER FILE COPY PLAN CHECK NO: ?o- /Z3 5 SET: DUPS DDESIGNER PROJECT ADDRESS: •a67 Vof PROJECT 'NAME: _/i ci 'Sc: go The. plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified, are resolved and checked by building department staff. U The plans transmitted •herewith have significant deficiencies identified on the enclosed' check list and should be corrected and resubmitted for a complete recheck. L The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. I 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 contactperson that plan check has been completed. Iq Esgil staff did advise applicant that the plan check has been completed. Person contacted: - ,rr Date contacted:'' Telephone # REMARKS: __oQ4L , r_CVF çS_,v(_VO FE 4 A) r ro ' RCA. o (cat e By: , p sc,# Enclosures: ESGIL CORPORATION GA E] AA LI RN 0 DM - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 S SAN DIEGO, CA 92123 (619) 560-1468 DATE: f//$/:_) . JURISDICTION JURISDICTION: tAPPLICANT' ER PLAN CHECK NO: SET: T7. ¶UPS DDESIGNER PROJECT ADDRESS: a7 u - ,fi', PROJECT NAME: III 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 tI with the jurisdiction's building codes when minor deficien- cies identified 126e 0,J - are resolved and checked by building department staff. III The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are Submitted for recheck. E The .applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. LI 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. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ ~ 0 Date contacted: Telephone REMARKS:CD u CytLQ 'C S / 7 p3fI OdLP 600-hJ(.. 'w .3 By:. ESGIL CORPORATION - Enclosures: Co(- GA . 0 AA 0 RN 0 D - .. ESGI,L CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ____ rETJ JURISDICTION: 'If CHEC []FILE COPY PLAN CHECK NO: SET: .irr IUPS []DESIGNER PROJECT ADDRESS: 7 .JLiiv,pe,c ,1v PROJECT NAME: E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The -plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ,. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: /44 UI..SoJ t6 Jv,v,p 11vL CA Esgil staff didnot advise the applicant contact person that plan check has been completed. D Esgil staff did advise 'applicant that the plan check has been completed. Person 'contacted: Date contacted: Telephone # D REMARKS: By: _f_fScH 'Enclosures: ESGIL CORPORATION 11 GA .0 AA 0 RN 0 D JURISDICTION: CA.&L364.2 Date plans received by plan checker:io/3' PLAN CHECK, NO.: O-i231 Date plan recheck completed: By: PROJECT ADDRESS: 6 7 TO: rA-&. I-'Sop¼j RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ P1an.check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items' shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with -the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: €.S6ic To facilitate rechecking', please identify, next to each item, -the sheet of the plans upon which each correction on this • sheet has been made and return this check sheet with the revised plans. 3. The following items.have not been resolved from previous plan reviews. The original correction number has been given for your reference. in-ease- you did-not kccp—t--criy .of—theprior octien- . lict-, wc--hao. ene4sa4i-t0se_pg comtaãnng-the-s441-. outstanding-corrections. Please contact me if you have any questions regarding these items. (. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. __Yes No 1^J10 I CA-7-AL /OO PS L4,N6- c s WE C ia ,vor _- FOO7PJ DT41L IS i 0L L"vok EN .6 I,/ S P c 'J T71-C 71 CA L C .S c1-7S fl4- / /i- Th--- L!C&.JS /5 377)L. VA-tw 14L4-u '. 7) if (47 - Al iE L ,f I XI ,Z A-i) &' -1-t.) ,4" oki,t-. Pp5r ,4-7 £'C ft o o J= 7)4-s " iit)L • CA46L ç7.- •p 7y ç,py ,s N07 LIC 6 C S . 4 C ,- ) 6C.AI.J6 c s Fd'-JT - Lrzif-r .3 L/5 ii6"rr Th (,4,v6 5ht,.uN iS A 45 cCEo5 7)4 /dt /'4Cfc,f6f 44(30 PAC- ICA6L , ,fcc - (c (4's,/(,- IF Th-.cni LSL. 5LMef 70 '-*lAJT)f ,,&, L167 - 6 V(A/7)L4-7)cMJ P IOS Form No. RPCS.41290 S é L i ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: flAPPLICANT JURISDICTIO JURISDICTION: PLAN CHECKER FILE COPY PLAN CHECK NO: '9'O- SET: -T []UPS - DDESIGNER PROJECT ADDRESS: 2? D-U&ILef F te Au,; PROJECT NAME: _ .fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. L2i The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 1'AtZ/ 67 irf VtE C4LLA CA 9t00& Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS:______ By: - 2 f,scH-€,e Enclosures: ESGIL CORPORATION 11 GA El AA 11 VW 0 DM JURISDICTION: CALLS 9,AQ , Date p1an received by plan checker:1 /6 (7 PLAN CHECK' NO.: 'O 31 Date plan recheck completed: ____By: PROJECT ADDRESS: ? 7 c. A v TO: /u AX— M-A6JS)"J RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department' or other departments. The items-shown below need clarification, modification or change. All items have to be satisfied before the plans will be in' conformance with,the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of.the plans does not permit the violation of any state, county or-city law. A. , PLANS () Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have. been returned to you by the jurisdiction, to: - 6IL To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. () The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. -.-Gaeyou did not_-keep —a_copy enclosed— -those—page eeanng—the--sti-1 1 outstand ing-cor-reei-ons- Please contact me if. you 'have any questions regarding these items. () Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. __Yes No () T?- S'N,C SCfl!.J S -r Lj S AS '_jj17cfr- xcsoc 7?i- . 3O6 ( (7IX5) () () SE 4 TA. C h-75 0 S H- . C At O /,; ' ( A IO PS c 50 7)4- '," ioicS ,T T7-r- ((&F,c c T)- •SH-,( Y' 74,(& TO 9,s&,ui) ir ?()/t.0S 7h'-4 So, SE 47,T)oi.i/t -!'T Form No. RPCS.41290 , . . Pov'c 's LC3 ofric. ,AI 7 -& - rzz • Srn-- i- ,r r- .4 E,tjP O. 7•- FCV?. 7?4-F t3 F'-,. ~'/.L 7• - ",--2 E t - >-fi- L. i/L,-vr TD 7)4-f0 , , - A 7 - C E,-i'i,--'c CiTLiT p7)oQ/?( S t-t-'i- 7H- ' ,4f Th- Lg7 i---' T )(TAJ1 I;Zwm X 7I>?.t ()I (cr-L 16b D (f?) (ii?D C 0 ' An occupancy separation is not required between ( carport and residence, provided the carport is open on two or more sides and has no enclosed. uses above. Section 503 (a) Exception 3. 7J Show garage framing sections, size of header ( over garage opening, lateral cross bracing at 'plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. 7J' 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 platformfoi-'any FAIJ, water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). Per soils report, note on the plan the soils G) classification, whether or not the soil is ( expansive and note the allowable bearing value. Section 2905(c).. ,a. 3o g-pc'c-r — '83. The foundation plan does not' comply the soils report recommendations for, this project. Please reviewS the report and modify design, notes and details as required to show compliance:___________________ 3() Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer \....../ confirming that the foundation plan, grading plan and specifications have been reviewed and that' it has been determined that the recommendations in the ' soils report are properly incorporated into the construction documents (when required by the soil report). 82. The soils engineer ,recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. chapter 23. () If cut or fill slopes exist, show distance of '-' foundation to edge of cut or fill slopes and show.steepness and heights of cuts and fills. Chapter 29. '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' Stenr.all Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" "Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, ( or equal. Section 2516 (c) 3. 76. Show foundation bolt size and spacing. 'Section 2907 (f). ,t. Specify size, I.C.B.O. number and manufacturer I of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 ' ' 6 Show that water heater is adequately bracd to '..' resist seismic, forces, when not connected by rigid pipe. UNC Section 504(d). Show shower stall can accommodate a 30" circle 7 and has a minimum floor area of 1,024sq.'in. upc 909 (d). Provide clothes washer hook-up for each unit. / Title 24, Part 3. Show details of duplex coimaon (party) walls and / floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels.' Title 24. lfr. Show how penetiations of assemblies for piping, 7 electrical devices, recessed cabinets, bathtubs, soff its, 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 SIC of 50 between garage and living area if garage use, is not controlled by resident. Title 24. 168. Provide plans, 'ca1na1at+ni and worksheets to show compliance with current energy standards.' .sE.k. ,A69'. The regulations require a properly completed and properly signed Form CF-1R to be either 0imprinted on the 'plans, taped to the plans 'or "sticky backed" on the plans, to allOw the - building inspector to readily compare the actual construction with the requirements of the approved energy design. 17 . All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 171. Specify "on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, -"Mandatory Energy Conservation Reouirements"., (Show the, make, -model' and efficiency àfthe czv space heating (or cooling) system and prLde heat loss calculations' if the output exceeds 45,000 BTU/Hr. For room additions, show that the glazing area / of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in !47 kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F. D. & DUPLEX SUPFL)(Er 0. Energy conservation design should be for Zone 7. Floor drains must have auto-prime (city policy). iy1 Note exhaust fans cannot be ductless type 7 (city policy). New residential units must be pre-plumbed for \F 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). 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). ',89 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). 4. Incorporate the waterproofing details, on the ( attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 'Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. 183. All new residential buildings, including additions, require a soils report. Please submit two copies. Exceptions. If o-reo Ic limitn4 to -ptory anAJI0 -aq-. ooil-c__.oport is "et reu±rod-r-----Esg+3-.'Geporat ion- will advise-the City to p1ace-their .roi+s-i'otice atamp..onthe plans- Heavy timber framing, minimum 6" x 10" beams ( and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). '' S o, i'O F"4L1 Fi'' ci- / fOVC '.5 (C>w to t, g r-'c i 49.0-( .LJ 04-€. - ,i S t7t1-- ' -L ft 4-1, 3, E 4- 2/26/90 , /1T7CfY-L S ' 10 — )i .s G F- o c ,.-' Si Li't-7 oj —A-(( ^.1 00.1.'Y , AJ 'flt..fr'L l. ' i- - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: D2LANT JURISDICTION: CARLSBAD S OFILE COPY PLAN CHECK NO: - SET: .1 oups ODESIGNER PROJECT ADDRESS: ,rviL PROJECT NAME: /-/A!'-..'So'J /Cl- Thehe plans transmitted herewith have been-corrected where necessary and substantially comply with the jurisdiction's building codes. E The plans transmitted herewith will substantially comply with the jurisdiction's-building codes when minor deficien- cies identified are resolved and checked by building department staff. fl The plans transmitted herewith have significant deficiencies identified -on the enclosed check list and should be corrected and resubmitted for a comDlete recheck. The check list transmitted herewith is for your information. J 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 applica,ntA.s copy of the check list has been sent to: ,VAJZ.k. /- iAjSo,j 27 J"r..'i.ot,e A, vi :5d4ftLA.D CA °Wp8 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: • S Telephone REMARKS: By: ,P Enclosures: ESGIL CORPORATION • 0 GA 0 AA 0 VW 0DM PLAR CHKX NO: O- .35 f--iS 0'4 - 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. PROJECT ADDRESS: -2..- 6 _7i L',v, , A- Z' FLOOR AREA: r'/ YI STORIES: PIN CORREMOK SEM CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX ThJELLtNGS Date plans received by jurisdiction: Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Tospeedup the recheck process, note on this list (or a copy) _where each correction _item has been addressed i.e.. plan sheet, specification, _etc. _Be sure to enclose the marked up list when you submit the revised plans . Date plans received by Esgil Corporation: _?/3•, Date initial plan check completed: By: P fcSCJ+.e Applicant contact person: AA &'t- _'St-Telephone: 7Z..ô_O6( NOTE: PAGE NtIB NOT IN SIICE AS PAGES HAVINO NO rnm NE)INO (X)RRONS WK D1T. List-No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 IJBC) Lq PLANS ).6. Show on the title sheet all structures, pools, ( walls, etc. included under this application. 1.' Q 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, Suite #208, San Diego, California 92123, iy Clearly show if the lower level is a basement based definitions in ( or a story, on the (619) 560-1468. Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension 2. Please make all corrections on the original the distance to the floor above, for story tracings and submit two new sets of prints, determination. and any original plan sets that may have been / returned to you by the jurisdiction, to: 17'. 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 Sheetof 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. All sheets of plans must be signed by the person responsible for their preparation. ITEM REQ. IF REMARKS (California Business and Professions Code). CHECKED SOILS COMPLIANCE Plans, specifications and calculations shall be PRIOR TO signed by the California state licensed FOUNDATION INS?. engineer or architect responsible for their preparation, for plans deviating from STRUCTURAL CONCRETE conventional wood frame construction. Specify OVER 2500 PSI expiration date of license. (California Business and Professions Code). PRESTRESSED ST.. Specify on the Title Sheet of the plans the FIELD WELDING 7 gross floor area of each element of this project including dwelling, garage, carport, HIGH STRENGTH BOLTS patio, deck and balcony. Section 302(d). EXPANSION ANCHORS 07.7. Provide a statement on the Title Sheet of the plans .At _this project shall comply with Title SPECIAL MASONRY 24 and 988 UBC, UNC and UPC and 1987 NEC. (?bS o'.' 7S. 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 PROTFXTION Indicate distance from property lines to - proposed building. Section 302(d). ,2'. Exterior walls closer than 3 feet to property I lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 2 )J('. Exterior walls closer than 3 feet to a property ( line shall have 30 inch parapets when the floor area per floor. exceeds 1,000 square feet. Section 1709. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less / than 30 inches from the sideand rear property lines. Section 504. Plastic skylights shall not be installed within ( that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a).?. l% 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. C. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in j sleeping areas of the unit. Section 1210 4i When the valuation of aroom 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. GEKERAL RESIDENTIAL Ru1Jcr24rS Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. At least one room shall have notless 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 21 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). 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). Show discharge point for exhaust air to be at 7 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). No habitable room, other than a kitchen, shall 7 be less than 71 0" in any dimension. Section 1207 (c). /61 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 7'011 . Section 1207 (a). Dimension on the plans the 30" clear width for 7 water closet compartments and 24" clearance in front of water closet. Section 511 (a). 3 Specify safety glazing for glazing in / hazardous locations such as glass doors, / glazing adjacent to doors and glazing adjacent- to walking surfaces. Section 5406. )1(. Glazing, in the same wall plane as a door, 7 must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be / tempered, laminated or, approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 3 36. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not (Provide stairway and landing details. Section 3306 (b), (c) and (p). exceed 4.4" above the floor. The window must have an openable area of at least 5.7 square a. Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and 11". When the stairs serves less than 10 the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" )1. Basements in dwelling units shall comly with minimum. the above (even if not designated as sleeping rooms). Section 1204. ,b' Minimum headroom is 61 -811. Walls and floors separating units in a duplex Minimum width is 36". .7 shall be of one-hour fire-resistive construction. Section 1202(b). . 46. All handrails per Section 3306 (j), shall / satisfy the following: 3J. A mezzanine is an intermediate floor and may / not have a floor area exceeding 33 1/3 percent Provide handrail for stairways with 4 or of the total floor area in the room below. The more risers. mezzanine floor must have a clear height of 7 feet, above and below, and must have the long Handrail shall be 34" to 38" above the side open to the room below except for posts nosing of treads. and protective walls or railings not exceeding 42" in height. Section 1716. C. The handgrip portion of handrail shall be -, - not less than 1 1/2", nor more than 2" in LØ. The loft you show does not comply as a cross-sectional dimension. / mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. j4. Every stairway landing shall have a dimension, / measured in the direction of travel, at least xrrs, SIAIJJAYS, AND. RAILINGS . equal to the stairway width. Such dimension 1 need not exceed 36 inches. Section 3306 (g), a'. Floors above the second story shall have not / less than 2 exits. Exceptions: 1. Occupied 3304 (.j)• roofs may have one exit if such occupied areas are less than 500 square feet and located no An interior door may open inward at the top higher than immediately above the second story. ,. step of a stairway provided the top step is 2. When the third floor within a unit does not not more than 7 1/2" lcwer than the floor exceed 500 sq. ft., only one exit need be level. Section 3304 (i). provided. Section 3303(a). 3v!. Required exit doorways shall be not less than 4'. Provide details of winding stairway complying / with Section 3306 (d): ( 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 a. Minimum tread is 6 inches at any point degrees. Section 3304 (f). and minimum 9 inches at a point 12 inches / from where the treads are narrowest. 3. Provide 36" high protective railing for ( porches, balconies, and open sides of stair . -b. Maximum rise is 8 inches. landings. Openings between ;railings shall be less than 6". Section 1711. . C. Minimum width is 36 inches.. Show how guardrail connection', details are - / adequate to support 20 pounds per lineal foot at a right angle to the top rail. I-able 23-B. 5/10/90 . - 4 K Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 'l. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 5.1 Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans-shall be submitted to and approved by the building official prior to installation. - Exterior stairways shall not project into the 3 foot setback from theproperty lines. Section 3306 (n). The walls and soffits of the enclosed usable ( space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). IOYThG Specify roof slope. X .-Roof slope is not adequate -for roof type specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L. approval number for roof materials not -covered in. U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope -for drainage or design to support accumulated - water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. X. Provide skylight details _to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. /3. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 64. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. fr4'. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. ,fr4( Show a minimum 2' air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARS Garage requires one-hour fire protection on G) the garage side of walls and ceiling common 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 1 3/8 solid core self-closing door for / openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 - - 5 An occupancy separation is not required between ( carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 75: Show garage framing sections, size of header ( over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the oorthreshold. Section 3304 (i). 77. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Per soils report, note on the plan the soils G) classification, whether or not the soil is ( expansive and note the allowable bearing value. Section 2905 (c). QL ,4 -SOIL--&Po'-T - '83 The foundation plan does not comply the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:__________________________________ 3 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer \/ confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when. required by, the soil report). 82. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. chapter Show height of retained earth on all foundation walls. chapter 23. 85. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. ,) Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 87. 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 Stenr.'all Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 1 6 If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). 93 If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 94. Show adequate footings under all bearing walls and shear w,lls. Section 2907 (b). SL-. /?.L 95 Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 71. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 2416. Section 2516 (c). /9. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FR Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 34 In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each 'end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 254. Note cross bridging or blocking. Floor joists' and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends.and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d)-3,.2517.(h) 6. iJèl. 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) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 107 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 108 Show nailing will be in compliance with Table 25-Q. 109 Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ].y51 In duplexes, draft stops shall be provided in 7 floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. 111. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. r / 34. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 113 Note on A.IT.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 . 7 l)' Detail all post-to-beam and post-to-footing / connections and reference the detail to the 7 plan. Section 2516 (m). 115 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 1,35' Specify nail size- and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, .3, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 1)á Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all- header sizes for opening over 4' wide. Section 2517 (g) 5. 122. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 123 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 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. 128 Show location of attic access with minimum size 2211 x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). l)<c. Specify plywood and/or particle board / thickness, grade and panel identification index. Table 25-S. When roof pitch is less than 3:12, design ( ridge as a beam. Section 2517 (h). l,)1. if foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. l4( Show plywood sheathing over exposed eaves, or 7 other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. i$i Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. l6' 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). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 •. 8 1)4 Show the size, location and type of all beating and cooling appliances, or systems. Show source of combustion air to furnace, per Chapter 6, U}IC. 14g. 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. Show minimum 30" deep unobstructed working space in front of furnace. Section 505,'UIIC. 1)2'. Furnace shall not be installed in any bedroom, / bathroom or in a closet or confined space with access only through 'such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. - Section 704 UNC. 4. Show I.C.B.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. Show access to the attic containing equipment to be minimum 30 inches by 30 • inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 U)IC. - Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. 34.. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 U}IC. 14'. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 INC. Show details to comply with Section '709 for furnace under''the floor, or Section 710 for roof or outside furnace. l4) Note on plan: . Gas vents and non-combustible './ piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 150. Provide dryer vent to outside. UNC, Section 1903. All wiring shall comply with the National Electrical Code. 151. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. (j) Electrical receptacle locations and/or spacing is not adequate in 5o7 RcO,oO.S 154. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen 7 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. Note electrical system ground to be provided per NEC, Art. 250-81. Show water heater size, type and location on plans. UPC, Section 1301. 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. 359 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. &heater Provide adequate barrier to protect water from vehicle damage. An 18" platform for the water beater does not satisfy this requirement. UPC, Section 1310. 161 Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 1/19/90 ' 9 162 Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). iI. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. 7 Title,24, Part 3. NOISE INSULATION (I]PLEXS) 1. Show details of duplex common. (party) walls and / floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating.inwallsof 50 decibels and an Impact Insulation Class .(IIC). rating on floor/ceiling of 5Q. decibels. Title 24. . lfr€. Show how penetrations of'assemblies for piping, 7 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. ENERGY CQNSERVATION 0168- Provide plans, calaulnt±nns and worksheets to show compliance with current energy standards. 69. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 17 . All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on .the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations, if the output exceeds 45,000 BTU/Hr. lj..~'. For room additions, show that the glazing area / of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 174 Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S .F.D. & DUPLEX SUPPL(F 0. Energy conservation design should be for Zone 7. Floor drains must have auto-prime (city policy). ]y( Note exhaust fans cannot be ductless type / (city policy). 178. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 179 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). 180. 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). Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 1 '. Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. 183. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception f—ft-?eom -addition. =low ..... q. f.t.-4n---areaT--then--a---soii 'epert-.-is-ne.t requ±red---Esgi-I-Corpo.raen--w444-avi-se-the Gi-ty--t-o-'p3ace-the±r-is-nojee--s-amp-on_tha T4ans Heavy timber framing, minimum 6" x 10" beams ( and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). OVE . ii (th. P t / .p A-'vi U ±i t L' ',-'Q i .5 / ?- $ / 7i - /1L 3 5 (7L --L k .S 0 'T -S. 2/26/90 10 S7-c ,tpf-"Lr S > * /soi AP- 185 0 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. 16 City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 1,81. All chimneys attached to - any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney.- The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. 188 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 hire if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Enclosures: Yes No The City of Carlsbad: has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact___________________ 2 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. 2/14/90 - 11 A L( S (a ( ( 1ST a:- CC/t2 f-tooc- (} ( L'ov L-1 -/^/0 (noU Of OA/ fl-i'-E I(WL fr2 4A1 q &/2 ()IV T4 E L-4 +i-,i () 7f L VA-T-) L)?J r,~- )cm. A- C--j __ r L, s t a c aC AA1 77 L , v ' F o.&Z- -To 15 T 6•A_ -- ? € ?•O (vZ- p 7 /4 it., A. Q i4-i 7l féCTf-. /47 7I £,'OS CY S 17 ( OA/ C too.e. .615 -110 Date Jurisdiction _CARLSBAD Prepared by r'F VALUATION AND PLAN CHECK FEE C]. Bldg. Dept. E] Esgil PLAN CHECK NO._ __- /23 BUILDING ADDRESS — a- — APPLICANT/CONTACT. PHONE NO. BUILDING OCCUPANCY —. — /&3 /#', DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE I 6 )Z • --_T I_________ ____• ______ Air Conditioninz Commercial Residential 0 Res. or Comm. •. Fire SDrinklers • 0 • 0 1 — Total Value 0 . / 6S Bui1di6 Permit Fee.$ $ Plan Check Fee 5 03 COHMENTS • 0 • SHEET / OF ,/ 12/87 PULL TO PC a-T 25 BUILDING PLANCHECK ENGINEERING CHECKLIST (1) vi ji DATE:. 14 Al 1C, 9 O ITEM COMPLETE PLANCHECK NO. C- I2 0 ITEM INCOMPLETE - II £ q NEEDS YOUR ACTION 1 2 3 21 n1tJIPFQA\JE S N R X ITEM SELECTED T D D A.P.NJ. 2-0440-36 C C C PROJECT ID: H H H E E E LEGAL REQUIREMENTS C C C K K K Site Plan E E 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 Finish floor on site plan: elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing_.jn.d_pjposed slopes, driveway with percent (%) grade and(thainage patfF IL] 3.. Provide1egal description and Assessors Parcel Number. Discretionary Approval Compliance No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No. Project does not comply with the following Engineering conditions of Approval for Project No. Conditions complied with by: Date: Field Review Field review completed. No issues raised. 8.- Field Review completed. The following issues or discrepancies with the site plan were found: '>c A. Site lacks adequate public improvements. Y B. Existing drainage improvements not shown or in conflict with site plan. ( C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRMOO1O.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other:_____________________________________________ Dedication Requirements No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By: Improvement Requirements No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:___________________________________________ Improvement plans signed, Date: By: FRM001O.DH . 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and S approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date________________ By:______________ Grading Requirements Y 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The 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 Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: I' 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. 1 20. Industrial Waste Permit is not required. FRMOO1O.OH 08/29/89 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required t4 A-22. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee: ). 23. Traffic Impact Fee Fee Per Unit: <,CIN Total Fee:(( 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: NIA 25. Public Facilities Fee required. 01P, 26. Facilities Management Fee Zone: Fee: 27. Sewer Fees Permit NoSEcVDO EDU's I Fee: i2. t%fr 28; Sewer Lateral required: Fee: REMARKS: \S4-OW XQAtNJPE 04Z0LWb i.JEVJ 11C,7 ZE.. T /PPS rT QE= LIDT kflLL- ro ~ZAIZFA Th bI?ii.) Tfl HT\A) PAD LEArrb'v pQb .ELI)A7J AT Fji u"JE ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: Date: I2 /Zl/c3(O _I1st 2-/ -iow DO YOU PPDPE 70 PE ri".JG, iooc€ 4 (I/ L WI U_ E4IEO /k) Q.O.ui.. FRM001O.DH • 08/29/89 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO CITY OF CARLSBAD ) 1200 Elm Avenue Carlsbad, CA 92008 ) Space above this line for Recor- der's use. CITY OF CARLSBAD IPA Permit No. CB 90-1239 Parcel No. 204-240-30 CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS -:'' SS_' .' .. - THIS 5AGREEMENT.is made by the City of Carlsbad, a municipal corporatiônhereinafter referred to as "City", and Mark and Dana Hagenson<hereinafter'-referred to as "Property Owner. " RECITALS \ ' / - S wHEREAs;Property' Owner has applied' to City for a Building ' Permit Number5'901239 for-the real property hereinafter described, now underProperty Owner's ownership; and WHEREAS, it - has been found that said property is not suitable 'k for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City requires certain improvements and dedications as a condition of approval of this building permit; and WHEREAS, Property Owner has requested that approval of said building permit be granted by City in advance of the time said improvements are to be made; and WHEREAS, Property Owner, in consideration of the approval of 1 Rev. 6/19/90 of Carlsbad November 16, 1990 Mark Hagenson 267 Juniper Ave. Carlsbad, CA 92008 Dear Mr. Hagenson: Pursuant to Carlsbad Municipal Code Section 18.40 you are required to construct certain public improvements in order to obtain a building permit. In lieu of constructing said improvements now you may defer construction by signing the enclosed future improvement agreement and returning it to the City along with a $80.00 processing fee. I will then approve the engineering portion of your building permit. Sincerely, E1€LL SCOTT SCHEDELL Assistant Engineer SS:plg Enclosure 2075 Las Palmas Drive o Carlsbad, California 92009-4859 • (619) 438-1161 2o7- Juni Xr S Charnholin & Associates Real Estate Brokerage Sales D Rentals office: Fax (619) 481-8484 (619)792-7665 June 21, 1993 Sherry Howard City of Carlsbad 2075 Las Palmas Carlsbad, CA 92009 Re: 267 Juniper, Carlsbad Dear Sherry, Thank you for taking the time to discuss an agreement made between a Seller of a property in Carlsbad and the city of Carlsbad itself regarding the undergrounding of utility wires. As I understand it, the seller agreed to an assessment in exchange for a building, permit for the subject property. This created a lien on the property. The property is now transferng ownership, and the seller has negotiated with the city of Carlsbad to pay $5000 to have the lien removed. As a result of this settlement, this property and the new owner will not be reassessed in the future for the purpose of undergrounding the utility wires, Based on our conversation today, this is my understanding of the situation. Once again, thank you fOr taking the time to discuss this matter with me. SincerE.l , Csilla Heiligenberg Charnholm & Assôciatès 11 17 eo 0 PLANNING CHECKLIST RECORD COPY Plan Check No. C _(2.i Address 2—(si7 Rdw) J ',ir- V-v.... A P N : 204, - 2i(2 03 - Planner yv C, 11 Phone 438-1161 (Name) Type of Project and Use Zone __ Facilities Management Zone / Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES NO TYPE .DATE OF COMPLETJON: ' . Conpliancewith conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary , Required: YES _____ NO >ç' TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions whi.h require action. Conditions of Approval Coastal YES, NO DATE OF APPROVAL Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Pn'Required: La YES NO See attached submittal requirements for landscape plans Site Plan: do 0 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. iErf 0 X. Provide legal description of property. Provide assessor's parcel number. Zoning: Setbacks: Front: Required Z' Shown 20' Int. Side: Required '" Shown Street Side: Required - Shown Rear: Required 10. 8' Shown Lot coverage: Required FDJo Shown 34_47 22: Height: Required Shown <5-2 Parking: Spaces Reqi.iired ( Shown Guest Spaces Required Shown Additional comments zad niiarks have been made on the building plans. These marked-up plans ray 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 Additional Comments OK TO ISSUE ___ DATE (-- — PLNCK.FRM STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT Date: December 11,, 1990 1333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 Waiver # 1101 WAIVER AUTHORIZATION Mark D. Haqenson 267 Juniper Avenue Carlsbad, CA 92008 Applicant: Mark D. Hagenson Please be advised that you are hereby authorized to proceed with development of your project, Waiver # 1101 , which was reported to the Commission onDecember 11, 1990 Development of your project is subject to compliance with all terms and conditions specified in the Waiver of Coastal Development Permit Requirement already issued to you. A copy of this Authorization must be presented with the Waiver to the local building department. Should you have' any questions, please contact our office. R 1525 S. Escondido Blvd. Ste. A Escondido, CA 92025 741-0533 FAX 741-5794 10/23/90 City of Carlsbad Building Inspection 2075 Las Palmas Drive Carlsbad, CA. '92008 LAND DEVELOPMENT Surveying - Perc Tests - Lot Splits Grading Plans & Compaction Tests Re: 267 Juniper Avenue Subject: Foundation Recommendations TO WHOM IT MAY CONCERN: - At the request of Mr Mark Hagenson, I have conducted a site review and limited-soils investigation of the site referenced above. A second residentialstructure iropoed to the rear of the existing SFR. The site is nearly level and limited grading will be necessary to accomodate the proposed construction Several excavations were hand dug to a depth of 3 feet in the area of the proposed construction Relative compaction testing was perform- ed at .various levels. Rpreseritative soil samples-'have been obtained from the site and laboratory testing has been performed on these sam- ples in order to evaluate pertinent soil characteristics and provide recommendations for your proposed construction. Based upon laboratory. testing and my experience with similar soils and type projects, I am making the following development recommenda- tions. A coefficient of friction of 0.45 may be assumed for resistance to sliding between concrete and soil. i. The anticipated total and/or differential settlements for the proposed structures may be considered to be within tolerable limits provided the recommendations presented in this report are followed. The passive earth pressure of properly compacted fill-soils or undis- turbed soils may be assumed to be equivalent to a fluid pressure of 460 psf. ' - Minimum foundation shall be 12 inches wide and founded 18 inches below grade and shall have two #4 bars of reinforcing steel. One bar shall be placed 4 inches below the top of foundation and the other bar shall' be placed 4 inches from the bottom of foundation. These recommenda- tions are based upon soil characteristics only and do not reflect any possible design considerations imposed by building design which might increase these recommendations. The proposed foundations may 1. be designed utilizing an allowable bearing pressure of 1800 lb/sf. This value may be increased by 1/3 for, the design of loads that in- clude wind and seismic levels. CIViL ENGINEERING LAND SURVEYING / It is the responsibility of the Developer or their representative to ensure that the information and recommendations contained herein are brought to the attention of the Engineer and Architect for the project and incorporated into the project plans and specifications. It is further their responsibility to take the necessary measures to insure that the contractor and his subcontractors carry out such recommendations during construction. Since 1 R.C.E. 33220 A CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that 'the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (.434-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) - APN:&'-?9 -c9' F. Project Address: RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of 'garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By Date _-c7 ------------------------------------------------------------------------------------------ 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: $ .I4S4. °t based on sq. ft.@ c.S' Comm/Indust Fee Levied: $ based on sq. ft.@ £aPi;i a '~,4- SchoollDistri'ct Official Title iiate AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $26 per square foot for commercial/industrial.