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Home My WebLink About2401 BUENA VISTA CIR; ; CB920674; Permit. 36-93 BUILD 11/06/92 16:29 Page 1 of 1 Job Address: 2401 BUENA VISTA CR Permit Type: RESIDENTAL ADD/ALT Parcel No: 155-222-01-00 Valuation: 79,210 Construction Type: VN Occupancy Group: R3 Description: 890 SF 2s ADDITION ING PERMIT Permit No: CB920674 Project No: A9201641 Development No: Suite: 0031 u/a6/92 o00101 02 c-m 626.00 Lot#: Reference#: Status: ISSUED Applied: 07/10/92 Apr/Issue: 11/06/92 Validated By: MDP 619 434-8625 Appl/Ownr : MCMAHON, DAVID Credits *** x MECHANICAL TOTAL 0 no0 358.00 626.00 Ext fee Data ----------------- 550.00 358.00 8.00 916.00 7.50 Y 10.00 6.50 24.00 10.00 Y 10.00 Y 20.00 15.00 Y 9.00 24.00 mww 2075 LILP Rdmrs Dr., CaEShd, CA 9Mo9 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Departlent 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 A - U Commercial U New Building U Tenant Improvement B - 0 Industrial 0 New Building 0 Te t Improvement C - 0 Residential OApartment OCondo &e Family Dwelling R'dditioMAlteratior Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other 2. PRWECTINFORMATION FOR OFFICE USE ONLY Near&tCross Street &4 ad LEGAL DESCRmN IM No. Subdimion NamdNumber Unit No. Phase No. / Energy Calcs 0 2 Structural Caks Soils Report 0 1 Addressed Envelope _. ASSESSOR'S E -.. . # OFSMRIES & r airrerent rrom applicant) -d ADDRESS CITY STATE ZIP CODE DAYTELEPHONE ADDRESS CITY STATE ZIP CODE DAY TELEPHONE NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # Auulms b;s YE Bill go& i Sou z2zzxqg-a e3 STATE & ZIP CODE4 ?fi&q DAY TELEPHONE= 0 73/0 TATELIC. # c o/& 2 &/ Workers' Comwnsation Declaration: 1 herebv aflirm that I have a certificate of consent to self-insure issued bv the Director ot Industnal STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # Auulms b;s YE Bill go& i Sou z2zzxqg-a e3 STATE & ZIP CODE4 ?fi&q DAY TELEPHONE= 0 73/0 TATELIC. # c o/& 2 &/ Workers' Comwnsation Declaration: 1 herebv aflirm that I have a certificate of consent to self-insure issued bv the Director ot Industnal Relations, or a' certificate of Workers' Comptkation Insurance by an admitted insurer, or an exact copy orhuplicate 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 Certiticate ot Exemption: 1 certity that in the pertormance of the work tor 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. 0 d o SIGNATURE DATE Owner-Builder Declaration: 1 hereby attirm that 1 am exempt trom the Contractor's License Law tor the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractorS to construct the project (Sec. 7044, Busings and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section (Sec. 7031.5 Business and Professions code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) Business and Professions Code for this reason: 0 YES 0 NO 0 YES 0 NO 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANYOF THE ANSWERS ARE YES, A FINALCERTIFICATJi OFOOC(IPANCYMAY NOT BE ISSUED AFTERJULY 1,1989 UNLESSTHEAPPUCANT HAS MET OR 1s MDTWG THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR HlllllTION alNTRoL DKIRICT. 1 hereby atfirm that there is a construction lending agency tor the pertormance of the work tor which this permit is issued (Set 3097( I) Civll Code). LENDER'S NAME LENDER'S ADDRESS 1 certity that 1 have read the application and state that the above information is correct. I agree to comply with all Lity 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 AIS0 AGREETO SAVE INDF.MNlFYAND KEEP HARMLESS THEQTYOF CARISBAD AGAIN= AUUABU'llES, JIIM;MENTs, cx)s[s AND EXPENSES WHICH MAY IN ANY WAY Ac(IRUE AGAIN= SAID CITY IN OONSEQUENCE OF THE GRA"G OF THIS PERMlT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE DATE: t CITY OF CARLSBAD INSPECTION REQUEST ' PERMIT# CB920674 FOR DESCRIPTION: 890 SF 25 ADDITION TYPE: RAD JOB ADDRESS: 2401 BUENA VISTA CR APPLICANT : MCMAHON, DAVID CONTRACTOR: OWNER: REMARKS: MH/DAWN SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST 29 PL 39 EL 49 ME -- -- -- DATE 091493 090193 083193 081693 080593 042093 041993 021193 020593 020593 020593 020493 020493 020393 012893 011393 011393 121092 112592 I Final Structural Final Plumbing Final Electrical Final Mechanical 1 O/ 05/9 3 INSPECTOR AREA PY PLANCR# CB920674 OCC GRP R3 CONSTR. TYPE VN STE : LOT: PHONE: 619 434-8625 T)r PHONE : PHONE : +T-- INSPECTOR ACT COMMENTS b$? ***** INSPECTION HISTORY ***** IESCRIPTION Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Gas/Test/Repairs Gas/Test/Repairs Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough Electric Frame/Steel/Bolting/Welding Rough Electric Rough Combo Sewer/Water Service Roof/Reroof Shear Panels/HD's Underground/Under Floor Ftg/Foundation/Piers ACT INSP COMMENTS PA PY AP PY CA PY co PY SEE INSP NOTES AP PD AP PY AP PY ND COMBUST ALL VENTS AP PY SEE LIST AP PY AP PY AP PY NS PY NS PY co PY SEE LIST AP PY AP PY AP PY AP PY AP PY SEE INSP NOTES INSPECTOR AREA PY PLANCK# CB920674 OCC GRP R3 CONSTR. TYPE NEW STR: FL: STE : A/ F CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920674 FOR 11/25/92 DESCRIPTION: 890 SF 2s ADDITION TYPE: RAD JOB ADDRESS: 2401 BUENA VISTA CR APPLICANT: MCMAHON, DAVID PHONE: 619 434-8625 CONTRACTOR : PHONE : OWNER: PHONE : REMARKS: MH/434-8625 SPECIAL INSTRUCT: m INSPECTOR TOTAL TIME: , CD LVL DESCRIPTION ACT COMMENTS 1 11 ST Ftg/Foundation/Piers - A! ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : otz bt,- 5, I 1193^ JURISDICTION: Car I<h ad PLAN CHECK NO: L7d-bTLj SET: DUPS PROJECT ADDRESS: dvG'l &Up&& l/r5& Grdf GFIL- t COPY f-J DES I GNER PROJECT NAME: #&ohon &m A&,$, On 0 B 0 u 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic:im's building codes when minor deficien- cies idenfified bcl,d - are resolved and. checked by building department staff . On9 -fh we Surf * e31k 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. 0 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. been completed. Person contacted: Date contacted: Telephone # 0 Esgil staff - did advise applicant that the plan check has REMARKS: f.; 4: J,&~~,,,~ ' ,;c If If . ~~xx;. me,,, 95 r;2 IC sc9. dt fP rf pp*/ j7u 4mf acre 1s P r9.b I 6/ ffd ~d LII,,&- <le I ~YICI~ not be 'lJ I rpa 4q . J ic EFT Enclosures: BSGIL CORPORATION wr .' ESGIL CORPORATION ,a320 CHESAPEAKE DR., SUITE 208 SAN DlEGO, CA 92 123 (619) 5601468 /* 8 /c6 19 t c4usJf a4 PLAN CHECK NO: 91-67'j SET: 77- UUPS nDBSIGNER PROJECT NAME: mcmA*n/ f%Q D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdicti,on's building codes when minor deficien- - cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicznt'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: Dc)AuID ficr\AW ZYOI SUGVA- l//shs CIRC( F C-MC x BW G4 9WoB Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check hzs been completed. Person contacted: Date contacted: Telephone I 0 REMARKS: By: f?€E f fSC mx Enclosures : &//8 ESCIL CORPORATION DGA 0 CM JURISDICTION: OWG 6N Date plans received by plan checker: 8//8/4t PLANCHECK No.: 97 - 63V Date plan recheck completed: 8/z6kzBy: P chs, Fi3cm PROJECT ADDRESS: 2Yo/ gu FNA VrSn4. c I &CLE To: PAVlO /-cflnrmA) RECHECK PLAN CORRECTION SHEFT FOREWORD: PLEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 3he 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 (3) The following items have not been resolved from previous plan reviews. The original Please make all corrections on the original correction number has been given for your tracings and submit two new sets of prints, reference. E -. Please contact me if you have any questions regarding these .. a, to: 01 KSGIL ~ OK items. I 6- DPP7- 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 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. a Yes No -. -. 4 'I * i s, ESGIL CORPORATI[ON 9320 CHESAPEAKE DR., SUITE 208 SAN DlEGO, CA 92123 (619) 560.1468 DATE : 7/20 /qr JURISDICTION : C-SBAD PLAN CHECK NO: SZ- 67Y SET: PROJECT ADDRESS: 29O/ cj~cc~ PROJECT NAME: ~~~/"A/?!JAJ 0 0 'I I: c r i FILE COPY I b4 FILE COPY EUPS LDESIGNER 'he plans transmitted herewith have been corrected where iecessary and substantially comply with the jurisdiction's milding codes. 'he plans transmitted herewith will substantially comply Jith the jurisdiction's building codes when minor deficien- :ies identified are resolved and :hecked by building department staff. rhe plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected snd resubmitted €or 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: _. .. DA-W IO -mcm&/ioN TY O/ BVlFN,Q VlfT7Q CIRCl Y cucq 4A-D CA ' 92ooB Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. person contacted: Date contacted: Telephone # REMARKS : By : ?E 'iT FrLC+t€ R Enclosures: ESGIL CORPORATION 7/13 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: Date plans received by jurisdiction: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 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 hve 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. : s no on is 'st lor a COPY) wh ere each correction item has bee^ addressed i.e.. ~lan sheet. soecification. etc. Be sure to enclose the marked UD list when YOU submit the revised 01an~. Date plans received by Esgil Corporation: 7/13 h~ Date initial plan check completed: 7/m/4z By: ?E 7X Fist tt~,C Applicant contact person: n&cO r?Cmfi*lephone: '435' 86 2s alee pop/m4I 758 7310 rw5z: List No. 12, Carlsbad Single Family Dwelling and Duplex With All PAGK Hmm?s ARE HOT m sEtpJaa As PAGE3 HAVING m IlBIs lmmm anu?EmIm WntB DEtEcgD. Supplements. (1988 UBC) - PUNS please de all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been retmed to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, (619) 560-1k68. Suite C208, San Diego, California 92123, I OR Please &.e all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to YOU by the jurisdiction, to: The jurisdiction's building department. { Indicate on the Title Sheet of the plans, the me of the legal ower and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plens, specifications and calculations shall be signed by t??e California state licensed engineer or trchitect responsible for their preparation, for plans deviating from conventional good frame construction. Specify expiration date of license. (California Business and Professions Code). st&,,,w DY p' Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. f Provide a statement on the Title Sheet of the plans that this project shall comply with Title 21 and 1988 UBC, UMC and UPC and 1990 KEC. f Subanit fully dimensioned plot plan drawn to scale showing lpcation, size, and use of all existing and proposed structures on the lot. Identify property lines anfl shw lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Shov drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lihes to proposed building. Section 302(d). i(: . ' 5/~ I1DBISO.J Section 302(d). lf Show on the title sheet all structures! pools, walls, etc. included under this application. Any portion of the project shan on the site plan that is not included with the building permit application filed should be clearly identified as "not included." ,#. Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. @ On the cover sheet of the plans, specify MY items requiring special inspection, in a fonnat similar to that shown below or sticky back. In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. REOUTRED SPECIM, INSPECTIONS ITM REQ. IF RDUSFXS CHECKED SOILS COMPLIMiCE FooTl N@ PRIOR TO FOUNDATION INSP. STRUCTURAL C0KCFsl-E OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STFSJGTH BOLTS EXPA"I0N ANCHORS SPECIAL MASOhXY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER r/ 08 >.gr wA-n 09 mprmmlTm Exterior walls closer than 3 feet to property 4 lines shall be one-hour rated construction and have no openings. Table 5-A. 18 t4 d Exteiior 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. Uves over required windows shall be not less than 30 inches from the side and 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) 7. Section 1710. 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. show location of permanently wired smoke detector: a. Centrally located --in corridor or area b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper 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. 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. giving access to sleeping rooms. Section 1210 Habitable rooms,. other than kitchens, shall contain at least 70 squarg 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 f 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 comn 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). ,~F~LT ,,,,G L)ww L- KO.- f 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 38' providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Note that the discharge point for exhaust air will 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. $. No habitable room, other than a kitchen, shall be less than 71081 in any dimension. Section 1207 (c). y. Show that ceiling height for habitable rooms is a minimum of 7'6". Show ceiling height for laundry rooms, 'lJ. hallways, corridors, and bathrooms is a minimum of 7'0". Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Glazing, in the same wall plane as a door, nust safety glazing if within 1218 of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. fl. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 1205 (c). Section 1205(c). Section 1207 (a). Section 1207 (a). Section 511 (a). Section 5406 (d) 6. Section 5406 (d) 5. *. .. - Provide stainyay and landing details. a. Maximum rise is 7" and minimum w is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" m~imutn and run 9" minimum. Section 4/8 3306 (b), (c) and (p). b. Minimum headroom is 6'-8". c. Minimum width is 36". handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 34" to 38" above the .p nosing of treads. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). Provide details of winding stairway complying with Section 3306 (a): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. c. f Y. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minh openable height 24". Section 1204. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor,area in the room below. The mezzanine floor 'must have a clear height of 7 feet, above and below, and must have the long side open to the room below .except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story,. Section 1716. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. WTS. slxu?wMs. AND RKumGs z Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Re uired exit dooxways shall be not less than and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. 36' 3 in width and not less than 6'8" in height, show how guardrail connection details are. adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 101 21 9 1 4 P. P Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a inches from where the treads are b. Maximum rise is 9 1/2 inches. Maxinnnn c. Minimum headroom is 6 feet 8 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. point 12 the narrowest. clear opening between risers is 6 inches. Spiral stairwaysmy not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f): Provide I.C.B.O. Research Repart &ad number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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 wid.th of 36 inches. Section 3305 (b). Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C8D and E. Specify roof material and application. Chapter 32. &SPH 5b-4 Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Provide skylight details to show compliance 6F with Sections 3401 and 5207 or provide I.C.B.O. approval number. . Plastic skylights must be separated from each ' other by at least 4 feet. Section 5207 (a) 6. p Show attic ventilation. Minimum vent area is 11150 of attic area or 11300 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). # 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 89 wire in horizontal f. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing Section 2516 (c) 7. joints. SdL AY p$. between planter and building walls. GARA(;EAM)cARpoRTs Garage requires one-hour fire protection on the EaraRe side of walls and ceilina cOIPmOn to \ the 'dwelii Table 5-B, Section 553 (a). NEb L,')&;cs 4T GRe f ~11 elements supporting floe; above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 318" solid core self-closing door for @ openings between garage and dwelling. Section 503 (a). Garages are not pennitted to open into a room used for sleeping purposes. Section 1104. msav poem I c 78. f ~n occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 112 to 1 for plywood. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Per soils report, note on the plan the soils classification, whether or not the soil is expansive and not8 the allowable bearing value. Section 2905 (c). m0 The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confiming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils engineer recobended that helshe review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: ' 1. 2. The utility trenches have been properly 3. The foundation excavations comply with Chapter . Show height of retained earth on all 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 f above finish grade. Section 2907 (a). Note on plans that surface water will drain f away from building and show drainage pattern and key elevations. Dimension foundation per U.B.C. Table 29A: The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". ,$ Show height of all foundation walls. f foundation walls. Chapter 23. 23. Section 2905 (f). Floors Footing Sooaortedn Stemwall 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 spaciq; Section 2907 (f). b* D-75 , INDI~ Ow Ne k&C od AI. Specify size, I.C.B.O. number and manufacturer Show ed eand end distances and spacing. Section 302 fd). f' of power driven pins. 2/13/90 6 If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:lO. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. . Show pier size, spac'ing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18'' x 2t". Section 2516 (c). Show minimun 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 lest two approximately opposite sides. Section 2516 (c) 6. Section 305 (e) 1. Section 2907 (c). FuhlmG 100 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. NU c~lhL OF THC G-t Pooh . 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 linssr length of the wall, or provide design. Section 2517(g)3, Table 25-V. and rafters 12" or more in depth shall be supported laterally by bridging at intemals . not exceeding 8 feet, unless both edges rue held inline. 16. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 14 Wing partitions, perpendieular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Y Note cross bridging or blocking. Floor joists Sec. 2506 (h), 2517 (d) 6. 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 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minh 48" lap (h) b- Section 2517 (9) 2. Show nailing will be in compliance with Table '# 25-4. 1 9. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. ht all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and COW ceilings ; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. In openings around vents? pipes, ducts, chimneys, fireplaces and smilax openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from comnon arms. Show stud size and spacing. Maximum allowable "* stud heights: Bearing wall: 2 x4 and 2 x 6 mw. 10'; Non-bearing: 2 x 4 mbx. 14', 2 x 6 IIW. 20'. Table 25-R-3. 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. . Note on A.I.T.C. artificale of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 7/6/91 7 p" Jrvpgt=.rooL POLTJ . 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 114 Detail all post-to-beam and post-to-footing 0 connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)] . Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" iinikrm clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as desienedl. I. Provide roof frming plan and floor framing ItQ plan. Section 302 (a). l#. Provide framing sections through ~ Section 302 (d). 1 1. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 122 Provide calculations for main vertical and horizontal frwing members and post footings. Section 302 (b). V%& FOUR- 6rAPRC AT 1'7 FCK OJ +t- Provide calculations for lateral loads, shear panels shear transfer and related. Section 302 (bj. GAmL &WM AIL . In Seismic Zones 3 and 4, the allowable shear '' wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to uind loads. o 1 5. Footnote Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the colwns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. size 22" x 30". Section 3205. units in a duplex. Show draft l$. Specify p1)wood and/or particle board thickness, grade and panel identification index. Table 25-S. 136 When roof pitch is less than 3:12, design ridge as a beam. . If foundation cripple wall studs are less than 14'' high, framing shall be solid blocking, or sheathed with plywood. . Cripple wall studs exceeding 4 feet in height '& shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (g? 4. $4. Show plpood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall coverin shall be the exterior type. Section 2516 pi), 2516(g)3. . Detail truss layout for 30" x 30" attic l? access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. . Ridges, hips, and valleys shall be at least 9 one size larger than supported rafters. Section 2517 (h) 3. provide strap ties across the beams at the ridge support. Section 2501 (b). Section 2516 (c) 4. 126 Show location of attic access with minimum Section 2516 (f). separation for attic areas between Section 2517 (h). Section 2517 (g) B. 37. In open beam construction, 138 Note on the plans that Itall weather-exposed 0 surfices shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. Every dwelling unit. shall' be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. Show minimum 30" deep,.. unobstructed working space in front of furnace. Section 505, UMC. 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 UMC. Show source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. UMC Section 701. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 h 709 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. f* Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. . Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3704(h), Title 24. 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. Provide dryer vent to outside. UMC, Section ;$6 1f #. 1903. All wiring shall comply with the National Electrical Code. 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. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article Note on the plans: "Lighting outlets controlled by a wall switch shall be provided in accordance with NEC Article 210-70". Note on the plans: "Light fixtures installed 1' in clothes closets will comply with NEc Article 410-8". Note on the plans: "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. Note electrical system ground to be provided per NEC, Art. 250-80(a), 81(c). PImBmG tm PIIIlBnSG CCmQ 9. Show water heater size, type and location on 9 plans. UPC, Section 1301. 101 2 I91 9 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. 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 heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. . 166 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). . Show that water heater is adequately braced to 'p4 resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (a). Provide clothes washer hook-up for each unit. Title 24, Part 3. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). j 8. Show details of duplex cOmPOn (party) walls and ' floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. . Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. l7/ Provide plans, calculations and worksheets to show compliance with current energy standards. . The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 1 3. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. n Specify on the buildine plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerpv Conservation Reguirements". . Show the make, model and efficiency of the '' space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. . For room additions, show that the glazing area '' of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. . Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(5). WRISBAD S.P.D. & SOPPmmT )?6. prgy conservation design should be for Zone 9 Floor drains must have auto-prime (city f policy). For gas piping under slabs that seme kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 181 Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for 0 future solar water heating. Note "two roof 'acks must be installed" where the water ieater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1/17/92 10 .- .. l8# 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). 14. 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). 186. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stlimp on the Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and coluum supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't 190. City Ordinance 9792 requires two parking oapply- spaceslurtit with clear arm of 2O'x2O1 i.e. no washing machines, etc. Show compliance. 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. Ihe 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 318-inch. .ad 0 ;lul 7 ? plans. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and UriMlS and associated flushometer valves, that use an average of 1 gallon of water per flusn or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. XIIscELuwo[JS 193. Please see additional corrections, or remarks, 194 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. 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. 0 on the following page. 0 0 195. Please indicate here if any changes 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 at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 6191438-1161. Thank you. Enclosures: .. DEVELOPMENTAL SERVICES BUlLDlNG DEPARTMENT - Citp of Qarktbab THE INFORMATION LISTED BELOW MUST 8E SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY OWELLING -7 Legal Description 4 Assessor's Parcel Number -7 Quantity of Grading in cubic yards I Number Circle any Planning Cornmission or City Council Action on this Property: Va r i ance , Corditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER 72- 67Y cd 112383 .. . .- -, 1 I I I I 1 1 1 A ir Cond i t ioninrr . Commercial . Res. or Corn. @ Residential \@ 1 -. , Fire Sgrhklers @ I I I 719 z;o . Tot21 Value Dater 7/2o/4t Jurisdiction Prepared by! J.EE F Isc/m VALUATION AflD PLAN CHZCK FEE 0 Bldg. Dept, 0 Esgil PLAN CHECK NO* qz-67Y BUILDING ADDRBS zyol BUWA VISTA C ~RCLL. APPLICAN TICON TAC T BUILDING OCCUPANCY e3 /fit DESIGNER PHONE TYPS OF CONSTRUCTION ZN CONTRACTOR PHONE PHONE NO. BUITIDING PORTION EUILDING ARE4 VALU A TI ON VALUE t- MU LTT PLI ER I I I B vilding Permit Fee Plan Check Fee $ $ 357 le COMMENTS: SHEET OF / 12/87 .. 1' JUK.LSDICTION: W-6ff.u Date plvns received by plan checker:-f /,8h %- PLAN CHECK NO.: 92 - 6?Y -Date plan recheck completed: 8/2&/4Z%yr Pt cg c PROjECT ADDRESS:_ 2 Yo/ 6r/ ENA vrsfss. - CI&CCR TO:, PAvtD P+c@A?#A,I RECWECK PLAN CORRECTION Sm FORFWORD: PLEASEW. Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and stdte laws regulating energy conservation, noise attenuation and disabled access. The plm check is based on regulations enforced by the Building Inspection Department. You my have other corrections based on lavb and ordinances enforced by the Flaming Department, Engineering bepartment or other dspartments. The items shob- below need clarification, modification or change. All items have to be satisfiad before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Coda, the approval of the plans does not permit the violation of any stste, county or city law, The following it- have not been resolved from previous plan reviews. The original correction number has been given for your reference. kkb+-a-~~ . Please contact ~irf: mtjom rtagatding these D-pp7 * cy been mde to the plans that ana not a result 2, To faciiitste rechecking, pleas; identsfy, of corrections from this list, If *era are next to each item, the sheet of the plans other changes, please briefly describe them , \ A. (a, 0 0 Please de all corrections on the original tracings and submit two new sets of prints, e, to: -- BSG/, OR. c-G- 4. Please iaddicate hem if any changes have I . I,.- where they are located an i.he plans. i , BUILDING PLANCHECK CHECKLIST DATE: 5 J'll 1- 92 PLANCHECK NO. Ce ??.- & -74 PROJECT DESCRIPTION: GI?:. ADD ASSESSOR'S PARCEL NUMBER: I 55 - *i.,"L - i"' I EST. VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The aplffoval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked withu Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: ATTACHMENTS 0 Dedication Application 0 Dedication Checklist CONTACT PERSON Improvement Application 0 Improvement Checklist NAME: 0 Future Improvement Agreement -> ADDRESS: PHONE: PwoCr\chld.l\bpooo1 .trm REV 615192 2075 Las Palmas Dr. - Carlsbad, CA 92009-1 576 - (61 9) 438-11 61 - FAX (61 9) 438-0894 @ ~~ - -2 ~ BUILDING PLANCHECK CHECKLIST SITE PLAN lsjd 2ndd 3rdd dn 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets 2. Show on site plan: C. Existing Topography Slopes 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the / Zure. i. Include note: "Surface water to be directed away from the building foundation at a 296 gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. > - On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). d 0 0 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Desciiption For commercial/industriaI buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 REV 815192 b Y BUILDING PLANCHECK CHECKLIST N/A DISCRETIONARY APPROVAL COMPLIANCE 1stJ 2ndJ 3rdJ 0 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: N/h DEDICATION REQUIREMENTS 0 0 0 7. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: 0 Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS 0 0 0 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds !J -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: Page 2 of 4 BUILDING PLANCHECK CHECKLIST # of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 83- so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. r- oo no DO 00 d0 0 0 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective imDrovements found adiacent to buildina site must be repaired to the satisfaction of the Citv InsDector prior to occuDancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Gradina Permit must be issued and rouah aradina amroval obtained Drior to issuance of a Buildina Permit. Grading Inspector sign off by: Date: 9c. No Grading Permit required. . BUILDING PLANCHECK CHECKLIST Page 3 of 4 P:\docs\chklsl\bp0001 .frm REV 4l5lS2 b&/b MISCELLANEOUS PERMITS lst4 2ndd 3rd4 00 on OD 0 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-way application form and return to the Engineering Department together with the requirements on the attached Right-of-way checklist, at the time of resubmittal. 1 1. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: PW.\oMd.l\bp00(n.fml \ Page 4 of 4 4 I CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: ADT CALCULATIONS: ADT's: N/fi FEES REQUIRED: WITHIN CFD: 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) 0 NO 1. PARK-IN-LIEU FEE PARK AREA: FEE/UNIT: 0 2.TRAFFIC IMPACT FEE ADT's: FEE/ADT: 0 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT: 0 4. FACILITIES MANAGEMENT FEE ZONE: FEE/ED U : *5. PUBLIC FACILITIES FEE 0 6. SRNER FEES PERMIT No. EDU's: FEE/EDU: BENEFIT AREA: FEE: 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) Planner DAVID RICK Phone 438-1161 ext. 4328 (Name) APN: - lS5- 222-4 Type of Project and Use tar e dlJ'r\ Zone 1 - I- Io Facilities Management Zone I @I ttem Complete ttem tncomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identitied Environmental Review Required. YES - NO DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval - APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES:. Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval P.02 STATE OF CAlIf6RNIA-THC RESOURCES AC)ErKY - CALIFORNIA COASTAL COMMISSION 5AN DIEGO COAST AREA 31 11 CAMIt40 DEL R10 NORTH, SUITE 200 $AN DIEGO, CA 92108-1725 (619) 521-8036 Date,: Waiver # . 1,271 . . . ._ .. . FAIVER AUTHORIZATION Oavid McMahon Jr. . 2401 Bu_&sta Circle Carlsbad,-_CA 92008 ,.,, .. .. . .". . . " -..-. ... - ._ . --..... I Applicant: David McMahon Jr, , Dawn .Suitts Please be advlsed that you are hereby aothorlted to proceed with development of your project, Waiver # -..1271 which was reported to the Commission an September 11. 1992 Oevelopment of your project is subject to compliance i i i with all terms and conditions specified In the Waiver of Coastal Oevelopment perinit Requirement already issued to you. A copy of this Authorization must be presented wlth the Waiver to the local building department. Should YOU have any questions, please contact our office. PETER DOUGLAS Executive Director CI L 4 3 I I n 'I " , ... .. .., . .. . .., .... \ .,I . ,. . , . P. 02 I i I t I i * 7.5 e . .. .R --- L-, ...... - ... ... L -- . .-/ ... I. * .. - . . ... . , .. I . .. + . "'! ... , d . ,, . . I l A i DESIGN RESIDENTIAL PLANNING COMM€RCIAL 859 EAST LOS ANGEES DRIVE VISTA. CACIFORNIA 9'2084 (619) 758-740 STATE ARCHITECT'S LICENSE C-016961 November 25, 1992 TO: City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, CA. 92009 Project: Addition at 2401 Buena Vista Circle Carlsbad, CA. Subject: Footing observetion Dear Sir, I have made an observetion of the footing excavation and find the following: 1. There is no grading required on this project. 2. Utility trenches have been properly backfilled 3. The foundation excavations, formings, and reinforcements and compacted. comply with the soils report and approved plan. Thank You Bill Robison, Architect PRELIMINARY SOIL INVESTIGATION PROPOSED McMAHON-SUITTS RESIDENCE BUENA VISTA CIRCLE CARLSBAD, CALIFORNIA FOR McMAHON-SUITTS 3016 CAMINITO NIGUEL SAN DIEGO, CA. 92117 10 SEPTEMBER 1984 JOB NO. 84-549P CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OFFICE 740 METCALF. STE. 7 ESCONDIDO. CA 92025 (714) 7 1-2582 1022 &E PL. ESCONDIDO. CA 92025 (714) 746-6102 HOME CIVIL ENGINEER d0.087 GEOLOGST rsl2 CERT. ENG. GEOLOGIST lo22 c/z- 677 L CLAUDE 8. PARKER 1 GEOTECH N ICAL CONSULTANT QFFICE 740 METCALF STE. 7 HOME 1922 HOM PI. a2026 17141 741-1592 ESCONDIDO, CA (714) 746-8182 CIVIL ENGINEER g18.987 GEOLOGIST 1612 CERT. ENG. GEOLOGIST #922 10 September 1984 McMahon-Suitts 3016 Caminito Niguel San Diego,CA. 92117 Attn: Miss Dawn Suitts Re: Job No. 84-549P Buena Vista Circle Carlsbad, CA. SUBJECT: Preliminary Soil Investigation Please find enclosed my Preliminary Soil Investigation done at your request for the above referenced site legally described as Lot 18, Map 2492, Buena Vista Gardens, City of Carlsbad, County of San Diego, State of California. The investigation consists of 3 test pits dug with a backhoe to the depth of influence of the proposed building. Appropriate field inspection and laboratory testing were performed. The results of this investigation along with my recommendations are found in the accompanying report . In summary it is my opinion that there are no obvious geotechnical hazards and the existing soil should be able to support the proposed structure as understood without further compaction for the pad. Please call me to inspect the footings after the trenches have been dug and cleaned to verify that conditions are as reported herein. TABLE OF CONTENTS IV . I. General Information I1 . Purpose of Investigation 111. Field Investigation A. Surface Conditions B. Test Pits C. Subsurface Conditions Tests and Results A. Density Tests B. .Grain Size Analysis C. Direct Shear Test V. Bearing Capacity VI . Conclusions and Recommendations VII. Reference Teat Hole Location Map Logs of Test Pits PAGE 1 1 1 1 2 2 3 3 3 3 4 4 5 APPENDIX PLATE 1 2613 Specifications for Construction of Controlled Fills Unified Soil Classification Chart CLAUDE B. PARKER GEOTECHNJCAL CONSULTANT OFFICE 740 METCALF, STE. 7 ESCONDIW. CA 82025 (714) 741-2502 HOME 1022 HOW€ PL. ESCONDIDO. CA 82025 (714) 748-0182 CIVIL ENGINEER 118.087 m12 GEOLOGIST CERT. ENG. GEOLOGIST lo22 Page 1 PRELIMINARY SOIL INVESTIGATION BUENA VISTA CIRCLE CARLSBAD, CALIFORNIA PROPOSED McMAHON-SUITTS RESIDENCE I. GENERAL INFORMATION A Preliminary Soil Investigation has been prepared for the above mentioned site legally described as Lot 18, Map 2492, Buena Vista Gardens, City of Carlsbad, County of San Diego, State of California. The site is located approximately 450 feet along Buena Vista Circle southerly of Laguna Drive. It is understood the site will be for a two story wood frame residential structure. The foundation will use continuous concrete wall footings with concrete slab-on-grade. There will be an eight foot high basement under the den towards the front of the house. The building is planned to be constructed on the native ground and there will be no grading except minor leveling for drainage purposes and the excavation for the basement. The excavated material will be exported from the site. XI. PURPOSE OF INVLSTTCATTON The purpose of this investigation is to determine the following: 1. the existing soil conditions; 2. the presence and effect of any expansive soil; 3. the proper soil strength parameters for the footing and basement restraining wall design; 4. the presence of existing fill or groundwater; 5. the geologic conditions and obvious geologic hazards; 6. any construction problems that can be anticipated, and to make appropriate foundation recommendations. 111. FIELD INVESTIGATION A. Surface Conditions The subject site is a triangular shaped parcel with approximate dimensions of 176' fronting an existing house lot CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OFFICE 740 METCALF. STE. 7 ESCONDIDO, CA e2025 (714) 741-25e2 HOME 1022 HOWE PL. ESCONOIDO. CA e2025 (714) 748-6182 CIVIL ENGINEER r18.987 GEOLOGIST #512 CERT. ENG. GEOLOGIST lo22 Page 2 on the south, 177' on the north and west side along Buena Vista Circle and 96' along a private road on the east side. The orientation and a vicinity map of the site are shown on the enclosed "Test Pit Location Map", Plate 1. The site presently is a flat grass/weed covered vacant lot. There are no erosion swales or no nearby slopes to slide. There are no existing man made structures or indications of previous buildings. B. Test Pits Three exploratory test pits were dug with a backhoe on 5 September 1984 in the building area as indicated on Plate 1. Samples of the soils excavated were obtained for laboratory analyses. The soils were visually classified by field identification procedure in accordance with the Unified Soil Classification. A simplified version of the Unified Soil Classification is included in the Appendix. Continuous logs of the soils encountered in the test pits were recorded in the field. The logs of the test pits shown on Plate 2 and 3 are based on the field logs, on inspection of the samples, and on the laboratory test results. C. Subsurface Conditions Geologically the site is underlain by Tertiary marine sediments of Pleistocene age, the Linda Vista formation. The profile under the pad consists of about a half foot of brown silty sand, topsoil, over a massive strata of brown orange silty sand. This strata is essentially featureless without obvious bedding or structure. This strata to the depth of interest for this project was in a firm condition. There are no mapped faults projecting through the site nor were any detected during the investigation. The nearest active fault is the Elsinore Fault, approximately 23 miles to the northeast. It is believed the greatest geologic hazard would be from ground shaking in the event of an earthquake. There were two soil types encountered in the field and referred to on the logs as Soil Type 1 and Soil Type 2. For engineering purposes however both soil types were very similar. The laboratory tests indicated that the strata seemed to grade denser and more mist with depth. The soil types are listed on the next page. CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OFFICE 740 METCALF. STE. 7 . ESCONDIDO, CA 92025 (714) 741-2592 HOME 1822 HOWE PL. ESCONOIDO. CA 82025 (714) 7484182 CIVIL ENGINEER 118.087 GEOLOGIST 1512 CERT. ENG. GEOLOGIST Io22 Page 3 SOIL TYPE soi 1 Soi 1 Type Description 1 Brown Silty Sand 2 Brown Orange Silty Sand Unified Soil Classification SM / SM IV. TESTS AND RESULTS A. Density Tests Moisture contents and densities were determined on four paraffin coated undisturbed samples using the water displacement method. These data were used for the direct shear test and bearing capacity calculations. The results are presented on the logs at the corresponding locations. B. Grain Size Analysis One grain size analysis was performed on the upper soil, Soil Type 1, in general accordance with ASTM D422 for classification purposes and to verify its nonexpansive character. The results are presented below. GRAIN SIZE ANALYSIS Test Soil % Passing U.S. Standard Sieve Number Unif . Loc . Type 3/4" 4 10 20 40 100 140 200 Class. TP1@ 1/2 1 100 98.2 94.3 78.2 65.1 34.1 28.2 21.2 SM C. Direct Shear Test A direct shear test was performed on a representative sample of Soil Type 2, the brown orange silty sand found at footing depth, to determine soil strength parameters to be used in the bearing capacity calculation. Three specimens of this soil were prepared by molding the soil in a 2 1/2 inch diameter 1 inch high rings to the inplace conditions of moisture and density. The specimens were loaded with normal loads of 1, 2, and 3 KSF respectfully and sheared to failure in undrained shear. The results are presented on the next page. CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OFFICE 740 METCALF. STE. 7 ESCONDJDO. CA 82025 (714) 741-2582 HOME 1022 HOWE PL. ESCONDIDO, CA 82025 (714) 740-6182 CIVIL ENGINEER I1 8.887 GEOLOGIST a512 CERT. ENG. GEOLOGJST 1922 Page 4 V. BEARING CAPACITY The values of internal friction and apparent cohesion derived from the direct shear test were used in the Terzaghi Formula in accordance with the procedure outlined in Ref.1, page 222, to compute the allowable bearing capacity. Terzaghi Formula: Assumptions: Bearing Capacity = 2/3cNtc + '$IfNts + 1/2vBN'~ Depth of Footing, Df=1.5' Width of Footing, B =1.5' Nc,Nq,NY = dimensionless parameters, Ref.l,Fig.33.4 Factor of Safety = 3 ALLOWABLE BEARING CAPACITY Location Soil Wet Angle of Apparent Bearing Type Density 1nt.FIjic. Cohesion Capacity y (pcf) p, ( 1 c, (psf) (psf) ' TP1@2 2 128 41 500 >4000 VI. CONCLUSIONS AND RECOMMENDATIONS 1. The tests and observations indicate there are no large geotechnical problems with respect to the geology or soil conditions on the subject site. All fill should be compacted and any fill over 12 inches should be tested by this laboratory . 2. There were no obvious geologic hazards and it is felt that design in acordance with the U.B.C. Seismic Zone IV should be adequate. 3. Use at least two 14 reinforcing rod's in the wall footings. Place one rod 4 inches from the top and the other rod 4 inches from the bottom of the footing. CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OFFICE 740 METCALF. STE. 7 ESCONDIDO, CA 92025 HOME 1922 HOWE PL. ESCONDIDO. CA 92025 (714) 741-2592 (714) 746-6182 CIVIL ENGINEER N18.987 GEOLOGST as12 CERT. ENG. GEOLOGIST e22 Page 5 ~ Distribution: 4 Addressee 4. Use 6X6/10X10 wire mesh in the center of the slab. I OFF= 740 METCALF, STE. 7 ESCONDIDO. CA 92025 (714) 741-2592 5. It is important to direct and maintain all drainage so that water is not allowed to pond around the foundation. Every precaution should be taken to waterproof the concrete block basement wall such as solid grouting and ample tar or bentonite on the outside face. I HOME 1022 HOWE PL. ESCONDIDO. CA 92025 (714) 74&6182 6. The direct shear test and theoretical calculations indicate the native soil will sustain a bearing capacity of over 4000 psf. Experience and good engineering practice would limit this value to 2500 psf. 7. It is recommended that the basement block wall be designed for the restrained condition with pressure loading as shown below. Y= lZ8 pc4 8. Please notify me to inspect the trenches after they have been dug to verify that the soil conditions are as reported herein. VII. REFERENCE 1. Terzaghi and Peck, 1967, "Soil Mechanics in Engineering Practice", John Wiley & Son, N.Y. CLAUDE B. PARKER CLAUDE B. PARKER GEOTECHNICAL CONSULTANT CIVIL ENGINEER ria.0~7 GEOLOGIST 612 CERT. ENG. GEOLOGIST a22 CLAUDE B. PARKER GEOTECHNICAL CONSULTANT OmcE 740 METCALF. STE. 7 ESCONDIDO. CA 92025 HOME 1022 HOWE PL. ESCONDIDO. CA 92025 (714) 741-2592 (714) mema2 CIVIL ENGHKER U18.987 GEOLOGIST #512 CERT. ENG. GEOLOGlST a22 ,.-... ,I ..*I I..... .. .' LOG OF BORING I BOFIlNO No. ELEVATION .Ldd J back hop SAMPLING METHOD Bottom ST 2 740METcIw;sTE.7 (714) 741-2502 1822HOWEPL (714)74asleZ CLAUDE B. PARKER GEOTECHNICAL CONSULTANT ESCONDKK). CA sa025 04- 549 Plate No. 2 CIVIL ENGINEER +18,987 GEOLOGIST 1512 CW. EM. GEOLOOIST #= LOG OF BORING .. BORING NO. 2 $3 ELEVATION orad e J backhoe SAMPLING METHOO 1 I I 5r2 740M€rcALFsTE.7 (714) 741-2SZ lS22HoWEPL. (714) 740-6182 CLAUDE 6. PARKER GEOTECHNICAL CONSULTANT ESCONOIW. CA 02025 a CIVIL ENGINEER +ia.m7 GEOLOGIST #LIZ CERT. ENQ. GEOLOGIST ROBERT J. ROYCE A.I.A. ARCHlTECTURE/PLANNINO /INTERIORS August 30, 1993 City of Wlsbad Building Department 2075 Las Palmas Dr. Carlsbad, Ca 92009 Re: Permit No. 93-8 2401 Buena Vista Circle The plans prepared for the structural garage repair at the above stated alldress call for E46 hadware to be used at the side post to beam connection. The contractor has installed ACE6 hardware in place of that stated on the plans. The ACE6 hardware will serve the same purpose as the ECC46 in my opinion. 2956 Roosevelt Street, Suite 3 Carlsbad, CA 92008 FAX 434-81 83 [619) 434-6259 Project: ADDITION fOR MR. & MRS. DAVID d. McMAHON Designer: BILL ROBISON ARCHITECT Location: Carlsbad Date: 7/8/1992 Documentation: ENERGY Calc SERVICES, INC. e HVAC ZONE DESCRIPTION COMPLY 24 v 3.20 Building Permit No Checked By Date (User # 1061) HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: WHOLE HOUSE DAY & NIGHT 383K024035 1 Residential Heating Residential Cooling Residential HVAC & Fans COINCIDENT 50 % COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT 1st FLOOR (Jan 12am) 8266 (Aug 2pm) 5472 227 2nd FLOOR (Jan 12am) 5481 (Aug 2pm) 5566 17 4 TOTAL SPACE LOAD 13747 11038 401 ....................... ---- ------- ---- -------- ------ ------- -------- ------ Supply Duct Conduction 687 P Supply Duct Leakage 275 Return Air Lighting Gain L Return Duct Conduction 147 Return Duct Leakaqe 294 Fan Motor Heat Gain -509 TOTAL SYSTEM LOAD 14642 Ventilation ( 0 cfm) O( ------- 552 221 8 0 cfm) 0 0 0 118 236 8 509 - - - - - - - - ------ 12674 417 SYSTEM OUTPUT AT DESIGN CONDITIONS 35000 0 0 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1 161 CITY OF CARLSBAD Plan Check No. 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. 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. No building SCHOOL DISTRICT: \I\ Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union 101 South Rancho Santa Fe Rd. . Encinitas, CA. 92024 (61 91 944-9300. San Marcos Unified ,1290 West SanMarcPs Blud. San Marcos, CA 92024 (744-4776) - San Dieguito Union High School 710 Eccinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: Project Address : ‘LC[O( ULS b4 C‘dd t RESIDENTIAL: SQ. FT. of living area 900 number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERC I A L I I N DUST R I A L : Prepared by yv\. 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 exemp t from Cover nmen t Code 5 3 08 0 Final Map ap roval and construction started before September 1, 1986. (other schoor fees paid) Other Residential Fee Levied: $ based on sq. ft. @ Commklndust Fee Aevied: $ based on sq. ft. @ AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at .26C per square foot for commerciallindustrial. BUILDING PERMIT PCR No: PCR93008 05/26/93 13:33 Project No: A9201641 Page 1 of 1 Development No: ' Job Address: 2401 BUENA VISTA CR Suite : Permit Type: PLAN CHECK REVISION Parcel No: 155-222-01-00 Valuation: *0 Lot#: 2504 05/26/93 0001 01 02 c-fw 163.00 Construction Type: NEW Occupancy Group: R3 Reference#: Status: ISSUED Description: KITCHEN ON SECOND STORY IS Applied: 02/04/93 : SAGGING. THIS IS PROPOSED REPAIR Apr/Issue: 05/26/93 Entered By: CDP Appl/Ownr : MCMAHON, DAVID 619 434-8625 240 CAR *** Fees Fees Adjustments Total Fees Fee descr ------------ Plan Check Requ __-- CtTYoF~ 2075 Los pptmas Dr., ChWd, CA 92009 (619) 438-1161 i + Y. , . - . * E*SGIL CORPORATION 9320 CHESAPEAKE DR., SUlTE 208 SAN DI EGO, CA 92 123 (619) 56@146€3 DATE: : Y/U /73 JURISDICTION: CARL? &A0 PLAN CHECK NO: 92- 67Y SZT: z LJUPS REV GFILF: COPY n DES IGNEii The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith will substantially comply * with the jurisdicfi.on's building codes when ininor deficien- - cies identified BEt OhJ are resolved and checked by building department staff. The plans transmitted herewith have significant def iciehcies and resubmitted for a complete recheck. c) identified on the enclosed (check list and should be corrected The check list transmitted herewith is for your information. plans are submitted for recheck. 0 Tne plans are being held at Esgil Corp. until corrected The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: . .. -~ I. RO~ERT ' ROYC€ 29x6 RWSEVECT- @ Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: 0 VF-FY wr w ~ARG c ~IWVOlJC Fo OTthlOS By : PETIF FISC#i!?6? Enclosures: clry APPaoVw <:ET ESGIL CORPORATION '-/A 6 * ESGIL CORPORATXON 8320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : 246/7 3 JURISDICTION: oeecs bAo PLAN CHECKER RE V FILE COPY PLAN CHECK NO: 42-67Y SET: z IljUPS I-JDESIGNER PROJECT ADDRESS: 2YD/ BU'NA r//5TA CIR PROJECT NAME: Fz C h.A" K€ I/ 0 0 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic5i.on's buildinq codes when minor deficien- - cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. @The plans are being held at Esgil Corp. until corrected The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. @ The applicant's copy of the check list has been sent to: POBEKT KOYC€ ? 956 FtOOSF_UE CT CARLSUAD CA 4ZOOB plan check has been completed. 0 Esgil staff did not advise the applicant contact person that Esgil staff - did advise applicant that the plan check has Date contacted: t /I 6 /93 Telephone # @ been completed. Person contacted : ROdGPT Po YCE 0 REMARKS: By: ?m frlsc mEE Enclosures: ESGIL CORPORATION 'r. L . JURISDICTION: Ge(rcs 6 Ai3 Date plans received by plan checker: L/a/v) PLAN C€ECK NO.: ?2-4;7Y zDate plan recheck completed: 246/93 By: l?&X FITCNFR- PROJECT ADDRESS: zYo/ 6 Uf MA VIS 7-4 C I< TO: Ro6fRT KO YCE RECHECK PLAN CORRECTION SHEET F'OREWORD: PLEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS The following items have not been resolved me original Please make all corrections on the original correction mber has been given for your tracings and submit two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these @ been made to the plans that are not a result To facilitate rechecking, please identify, of corrections from this list. If there are next to each item, the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. P' from previous plan reviews. ESGfL OR items. gcu6- DEPl- Please indicate here if any changes have and where they are located on the plans. Yes No Form NO. RPCS.41290 . .. I .. Air Conditioning Conmercial . - Resid entia1 Res. or Corn. Fire Sprinklers Total Value Date1 2/1C/p3 Jurisdiction CARCS 6AO @ @ @' I Prepared by1 ?Ln5 FISC- VALUATTON AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO* CjZ-67Y BUILDING ADDRESS 7 YO/ OUW4 I/fSrn cf< APPLICANT/CONTACT PHONE NO. EUIDING OCCUPANCY K3/& DESIGNER PHONE TYPS OF CONSTRUCTION zzw CONTiiACTOR PHONE 3UILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER I 1 I 1 . .. 1 I I Building Permit fee $ - Plan Check fee S $ 163 COHHENTS; &S6lC' (3073 ...... ..... .......... ... ....... .. ..... .. ............ ....... .. ....... ........ ..... ..1' -... r..:,... 7 .::, .......... *;:. ,,... \.. . . 2 *:. ...................... ......... ...... ............. ...... .......... .. ...... --..-* -.I.. I. q' 3. .. REVISION.^, T.'O PLANS .:,*/49 . '>G5$/./ * 4+5/q7ae c I- - .. 9'4 9'-0' EMOVE EXlS REHOVE EXIST. . 4'XZ' WINDOIUS L ....... C. -LE/ PO ... FO .. i* . .! 1 . .' - t ! .- ,':.e,,* - -. * .. . E- > .* - .. SHT 2 OF 2