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2322 DANA CT; ; CB911527; Permit
05-20-2009 Job Address Permit Type Parcel No Valuation OccGroup City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB911527 Building Inspection Request Line (760) 602-2725 2322 DANA CT CHAD RAD Sub Type Lot # $0 00 Const Type VN Reference # Project Title 621 SF 2S ADDITION Status Applied Entered By Appr/Issued Inspect Area 1991 Applicant BOOKER, MARY 2322 DANA CT CARLSBAD, CA 619 434-9330 Owner BOOKER, TOM AND MARY 92008 Total Fees $0 00 $253 00 Payments To Date $253 00 Balance Due Description Other Fee 253 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I PERMIT TYPE A - LJ Commercial CJ New Building D Tenant Improvement B - D Industnal D New Building D Tenant Improvement C - ^Residential D Apartment D Condo D Single Family Dwelling IjAddition/Alteration D Duplex D Demolition D Relocation D Mobile Home D Electncal D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2 PROJECT INFORMATION PLAN CHECK NO. EST VAL PLAN CK DEPOSIT VALID BY i>£L DATE OUUI UJr-• n*> C-PRMT 253.00 FOR OFFICE USE ONLY Building or Suite NoAddress Nearest Cross Street RIPTION Subdivision Name/Numoer Phase No CHECK BELOW IF SUUM11 1ED ; D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL /**'- 3 .3 EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ rr 11UIN Uf WUtUV f -—«•»• ^ —/x9^7/ /3^ ^STo^'eSC^gyV /^ ^1 # OF STORIES 3 (JUN1AL.1 FfcKSTJri (.11 uitl^rent irom applicant; NAME "focvc «^ CHY "&0£>tejr " ' ADDRESS 22>ZZ_ POAA- C£ STATE CA ZIP CODE ^200% DAY TELEPHONE Al'PLlCAJIT' QCON1KAC1OR LJ AGENT 1-OK CON 1RACIOK HOWNLR U AGENT FOR OWNER NAME "TKorwAi ^ MctrO C looker ADDRESS 2.37.2. CITY STATE CA ZIP CODE 1 LOO% DAY TELEPHONE 5 PKOHEIlTTf OWNEKNAME 5A//ie CITY 6 CONTHALT1UR NAME ADDRESS STATE ZIP CODE ADDRESS DAY TELEPHONE CITY STATE ULS1UNEK N/YME CITY STATE LIC # STATE ZIP CODE LICENSE CLASS ADUKESS ZIP CODE DAY TELEPHONE CUT BUSINESS LIC DAY TELEPHONE # STATE LIC # 7 WORKERS' COMFEN5A1 ION Workers' Compensation Declaration I hereby attirm that 1 have a certilicate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certilicate ot Exemption I certify that in the perlormance ot the work lor which this permit is issued, so as to become subject to the Workers' Compensation laws of California shall not employ any person in any manner SIGNATURE DATE 8 OWNER-BUnj Owner-Builder Declaration I hereby allirm that I am exempt from the Contractors License LawTortne lollowing reason I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason SIGNATURE (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acuroly hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? P YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING TIIE REQUTREMF-NTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9 (.UNSTKULniON U'JMIJING ACiKNCry 1 hereby attirm that there is a construction lending agency lor the perlormance ot the work tor which this permit is issued (Sec 3097(0 CJivil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPUCAN t CERTLr 1LA1 ION 1 cerlity thai 1 nave read me application and state tnat tne above mtormation is correct I agree to comply with all City ordinances andstale 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 11 IE OTY OF CARISBAD AGAINST All. UABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones 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) APPLI DATE WHITE: File YELLOW. Applicant PINK: Finance DATE: 10/27/92 TO: BOOKER, MARY 2322 DANA CT CARLSBAD, CA 92008 PLAN CHECK EXPIRATION PC# CB911527 DATE: 11/11/92 ADDRESS: 2322 DANA CT You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161. DORIS COSMAN Building Department '. > ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE:n j 2:1 JURISDICTION: PLAN CHECK NO: CARLSBAD 41-1521 SET: _L PROJECT ADDRESS; ZS.-2-2 £>A-AjA PROJECT NAME; ^ JURISDICTION^ jPLAN CHECKER ]FILE COPY QUPS P. DESIGNER 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 jurisdiction1 s -building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at 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: ji^ Esgil staff did not advise the applicant contact person that plan check has been completed. f j Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: REMARKS: Telephone #_ Enclosures: ESGIL CORPORATION DGA D CM II//5- PLAN CHECK MO:FOREWORD; PLEASE READ JURISDICTION; CITY OF CARLSBAD TO. ENCLOSURES: PROJECT ADDRESS:£?A-AJA- FLOOR AREA: STORIES: HEIGHT: 71 0 f^ REMARKS: PLAN CORRECTION SHEET CITY OF CARLSBAD SINGLE FAMILY AMD DUPLEX DWELLINGS Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up 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 jurisdiction: Date plans received by Esgil Corporation. III I? Date initial plan check completed:n Bv; Applicant contact person: TOM fr^/C^R Telephone: NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) PLANS Please nake all corrections on the original tracings and submit tvo new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: EsgJ.1 Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit t\.o 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 nane of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans nust be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be sig^d by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional vood frane construction. Specify e>piration date of license. (California Business and Professions Code) Specify on the Title Sheet of the plans the gross floor area of each element of this project including duelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply vith Title 2U and 1988 UBC, UMC and UPC and 1990 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns v.ith minimum slopes. Section 302(d). Indicate distance from property proposed building. Section 302(d). lines to Show on the title sheet all structures, pools, v.alls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 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 any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 7/9/91 f- f. 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 more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. f Eaves 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. 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 giving access to sleeping rooms 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. Section 1210 (20.) When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GEKEKAL RESIDENTIAL REQUIREMENTS Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in f Ji. 29. 31. 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). 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. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 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. 10/2/91 /42. 43. / Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 2V. 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 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 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. EXITS. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, 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. 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. Provide stairway and landing details. 3306 (b), (c) and (p). Section r 48. b7. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 6'-8". Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers Handrail shall be 34" to 38" nosing of treads. above the c.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 (d). Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. h f' 10/2/91 Provide spiral 3306 (f): stairway details, per Section 5fe. r- f I- 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. Minunum headroom is 6 feet 8 inches 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. fl. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (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 minimum width of 36 inches. ROOFIS6 corridors have a Section 3305 (b). Specify roof slope. 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.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). f T f f- Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights roust be separated from each other by at least 4 feet. Section 5?07 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). 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. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AMP CARPORTS Garage requires one-hour fire protection on 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. 51. Show roof drains and overflows. Section 3207. 12/18/90 f I' An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. 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). FOONDAIION REOUPgMEHIS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 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. [81.) Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils 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: (T) The building pad was prepared in accordance with the soils report, (7^ The utility trenches have been properly ^•^ backfilled and compacted, and The foundation excavations comply with the intent of the soils report". t" f Show height of all foundation walls. 23. Show height of foundation walls. retained earth Chapter 23. Chapter on all 5. 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. 6. Note on plans that wood shall be 6" minimum ' above finish grade. Section 2907 (a). if. Note on plans that surface water will drain I away from building and show drainage pattern and key elevations. Section 2905 (f). 18. Dimension foundation per U.B C. Table 29A: Floors Supported'1' 1 2 3 Stemwall Width Footing Depth Thickness 6" 8" 10" 12" 15" 18" 12" 18" 24" 6" 7" 8" '"'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 89. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. k). Show foundation bolt size and spacing. Section 2907 (f). 31. 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 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 oust be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing vails and shear vails. Section 2907 (b). 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 nininiuni 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). of 18" x 24" 99 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 \entilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAKING 100 Show vail bracing. Eiery exterior wood stud v,all and main cross-stud partition shall be braced at each end at least every 25 feet of length vith 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 101. In 2-story buildings, shear panels at the first story (at least 48 inches in vidth) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the vail, or provide design. Section 2517(g)3, Table 25-V. 102. 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. 103. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior vails. Section 2517 (d) 3, 2517 (h) 6. 104. Bearing partitions, perpendicular to joists,! shall not be offset from supporting girders, beams, vails 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, vhere rafters and ceiling joists are not parallel, (h) 4. Section 2517 106. Show rafter purlin braces to be not less than ! 45 degrees to the horizontal. Section 2517 (h) 5. 107. Show double top plate vith minimum 48" lap I splice. Section 2517 (g) 2. 108. Show nailing will be in compliance vith Table ! 25-Q. 109. Show or note fire stops at the following I locations per Section 2516 (f)' In concealed spaces of stud vails and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the vail; At all interconnections betveen concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and co\e ceilings; In concealed spaces between stair stringers at the top and bottom of the run and betveen studs along and inline with the run of stairs if the vails under the stairs are unfinished; and In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings vhich afford a passage for fire at ceiling and floor levels, vith noncombustible materials. 110. In duplexes, draft stops shall be provided in I floor-ceiling assemblies and attics in line with vails separating units and separating units from common areas. i. 111. Show stud size and spacing ! stud heights: max. max. 10' Maximum allovable Bearing vail: 2 x4 and 2x6 Non-bearing: 2x4 max. 14', 2x6 20'. Table 25-R-3. 112. Studs supporting { ceiling must be 3 Table 25-R-3. two floors, a roof and x 4 or 2 x 6 at 16" o.c. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 7/6/91 lift. 117. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear vails. Section 2513. Specify nail size and spacing for all shear vails, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section ft71ft (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance betveen top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). >/'• 120. Provide framing sections through Provide roof framing plan and floor framing plan. Section 302 (d). Section 302 (d). 121. Specify all header sizes for opening over ft1 / wide. Section 2517 (g) 5. 112. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 123. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). lift. In Seismic Zones 3 and ft, the allowable shear 1 vail values for dryvall in Table ft7-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. (125.) Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) C7AJ ]J26. 129. 13/0. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to vater 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) ft. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts vhich they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) ft Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch ridge as a beam. 1S3. 1*5. 136. UtJ( is less than 3 12, design Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed vith plywood. Section 2517 (g) ft. Cripple vail studs exceeding ft feet in height shall be 3 inch by ft inch or 2 inches by 6 inches vhen supporting 2 stories. Section 2517 (g) ft. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior vail covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail access and detail webs. truss layout for 30" x 30" attic , if required for equipment in the attic 30" x 30" clearance through truss 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). /Z 7/5/91 138. Note on the plans that "all weather-exposed / surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1^9. Show the size, location and type of all heating / and cooling appliances or systems. 140. 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. 141. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. 142. Show minimum 30" deep, unobstructed working space in front of furnace. Section 505, UMC. 143. 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. 144. Show source of combustion air to furnace, per / Chapter 6, UMC 145 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. 146.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. 147. Show permanent electrical outlet and lighting • fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. T 150 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. Note on the plans that approved spark arresters shall be installed on all chimneys. Section 3704(h), Title 24. 151. 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 1903. ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. (154) Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". Note on the plans. "Lighting outlets controlled by a v»all switch shall be provided in accordance v,ith NEC Article 210-70". Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8". 1^7. 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. 158. Note electrical system ground to be provided / per NEC, Art. 250-80(a), 81(c). PUMBCTG (UNIFORH PUMBIHG COPE) 139. Show water heater size, type and location on / plans. UPC, Section 1301. 148. Show details to comply | furnace under the floor, roof or outside furnace. with Section 709 for or Section 710 for 10/2/91 160.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. 161. Fuel combustion water heater shall not be 7 installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 16&. Provide adequate barrier to protect water I heater from vehicle damage. An 18" platform ' for the water heater does not satisfy this requirement. UPC, Section 1310. 163. Show T and P valve on water heater and show ' route of discharge line to exterior. UPC, Section 1007 (e). laU. Show that water heater is adequately braced to [ resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). 165. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 166. Provide clothes washer hook-up for each unit. ' Title 24, Part 3. NOISE INSDLAIIOH (DUPLEXES) 167. Show details of duplex common (party) walls and I floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 168. Show how penetrations of assemblies for piping, I 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. 169. Provide insulation in walls and ceiling to I achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION 17p. Provide plans, calculations and worksheets to show compliance with current energy standards. 1|72. 17,3. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 174. 175. 176. 1/7, y 7* 8. 1/9. iab. LB2 Show the make, model and space heating (or cooling) heat loss calculations if 45,000 BTU/Hr. efficiency of the system and provide the output exceeds 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(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation design should be for Zone 7. Floor drains policy). must have auto-prime (city For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 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). 10/3/91 10 183. 184. 185 (186. 198. L89 All piping for heating must be are not heated (city policy). present or future solar water insulated when in areas that or cooled by mechanical means 161. 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. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. Heavy timber framing, 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). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20" i.e. no washing machines, etc. Show compliance. 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 I/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANEOUS 15»2. Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. 11/13/91 11 DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD. CA WOOa-1969 Op o£ Cartebab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number i Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 nate» Prepared by» Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE PLAN CHECK NO.. BUILDING ADDRESS _ 252^2^ APPLICANT/CONTACT BUILDING OCCUPANCY __ TYPS OF CONSTRUCTION - 3 PHONE NO. DESIGNER PHONE CONTRACTOR PHONE Bldg, Dept. Esgil BUILDING PORTION T$n^j^L,L^^) oe^it 1 Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA & -z-/ 42^ — VALUATION MULTIPLIER 7^'^ /^) '7^ @ @ @ VALUE ^^333> ^2- 45-78$- Building Permit Fee $. Plan Check Fee $ -52. COMMENTS- SHEET OF 12/87 IllcO aUi 0tyQ_ is T c H E 2 N n c H E Ky K SI a 3 R D C H E Ka DATE : H PLANCHECK Z3ZZ PROJECT BUILDING PLANCHECK ENGINEERING CHECKLIST NO.CG 41- IS" 2"? G Dans C-V, ID: APM 1^7- S32-33 LEGAL REQUIREMENTS Site Plan 1 PTfW 1de a -Fnllv dimensioned site t ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. DDE1—' 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance '—' 4. No Discretionary approvals were required. '—' '—' '—' 5. Project complies with all Engineering Conditions of Approval for Project No. . '—' '—' '—' 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date:. Field Review '—' '— —' 7. Field review completed. No issues raised. — — —' 8. Field review completed. The following issues or discrepancies with the site plan were found: —' '—' '—' A. Site lacks adequate public improvements '—' '—' '—' B. Existing drainage improvements not shown or in conflict with site plan. '—' '—' '—' C. Site is served by overhead power lines. P \DOCS\HISFORMS\FRM0010 DH REV. 02/27/91 '—' '—' '—' D. Grading is required to access site, create pad or provide for ultimate street improvement. nnn nn E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V 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:. I Improvement Requirements ^ '—' '—' 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. '—''—''—'l2. 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:. P \DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 1 — — —' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: '—' '—' '—' 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). '—' '—' 14. No grading required as determined by the information provided on the site plan. nn 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits nn 16. Right-of-Way Permit not required. '—' '—' '—' 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: '—' '—' 18. Sewer Permit is not required. '—' '—' '—' 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. '—' '—' 20. Industrial Waste Permit is not required. P \DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 "'—''—''—' 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: D D D D D D D Fees Required 27. Park-in-Lieu Fee Quadrant:._Fee per Unit:. Total Fees: 23 24 Traffic Impact Fee Fee Per Unit:Total Fee: Bridge and Thorough fare Fee Fee Per Unit:Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: 27. Sewer Fees Permit No. Benefit Area: Fee: EDU's Fee: 28. Sewer Lateral Required:. Fee: 2 9. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:DATE; XX-X5-?/ P \OOCS\MISFORMS\FRM0010.DH REV 02/27/91 PLANNING CHECKLIST Plan Check No ^7A/JTZ7 Address £33-2. Planner !//>A/ Ly^/^( — _ Phone 438-1161 ext~f (Name) APN- ~ 01 01 01 a a ao a o Type of Project and Use £>• A bf>/7?t>" Zone ft- -Q ~tff -& Facilities Management Zone /_O _(J U U §C ca a a. a a. Legend LLJ Item Complete I I Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES _ NO DATE OF COMPLETION: Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D Discretionary Action Required: YES NO p^ TYPE APPROVAL/RESO. NO. DATE. PROJECT NO! OTHER RELATED CASES' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval IBT] D California Coastal Commission Permit Required: YES NO>C 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 . s^nn D DD D DHJla 3 D Landscape Plan Required. YES NO See attached submittal requirements for landscape plans V ., Site Plan. Zoning: 3. 4. Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks Show on Site Plan' Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: nan Front: Int. Side: Street Side. Rear: 2 Lot coverage: \)0 t tuf^ 1 Height •//£yj&VW? nciglll. 4 Parking: Additional Comments Required Required Required Required Required Required Spaces Required Guest Spaces Required 1& ' Shown 3y>/ •X& ' Shown ^ -y ' •&- Shown <9- tO Shown i/f,.y/ <C'fc>% Shown ^V&Z Shown Oefer Z~ Shown 3 Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER U / DATE PLNCK.FRM KEN OKAMOTO & ASSOCIATES, INC, STRUCTURAL ENGINEERS PROJECT STRUCTURAL CALCULATIONS BOOKER RESIDENCE ADDITION CARLSBAD, CA JOB# 913^*5 CRITERIA: UNIFORM AND/OR LOCAL BLDG CODE, LATEST EDITION MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN CONCRETE CONCRETE BLOCK REINFORCED STEEL. STRUCTURAL STEEL STRUCTURAL PIPE PLYWOOD SHEATHING GLUED LAM BEAMS- LUMBER SOIL PRESSURE 2,500 PSI AT 28 DAYS GRADE N LT WT UNITS, ASTM C-90 20,000 PSI ( ASTM A615, GRADE 40) 24,000 PSI ( COMPACT) (ASTM A-36) 22,000 PSI (ASTM A-53, GRADE "B") DOUGLAS FIR, STRUCTURAL 1, P S 1-83 2,400 PSI (D F COMB "F24") GRADE MARKED D F PER W C L B GRDG RULE 16 SEE FOUNDATION PLAN FOR COMPLETE DATA. DESIGN REFERENCES: INCLUDING CHARTS AND TABLES FROM LUMBER & TIMBER: STEEL CONCRETE BLOCK. CONCRETE BY WOOD STRUCTURAL DESIGN DATA (VOLUME 1), NATIONAL LUMBER MANUFACTURERS ASSOCIATION. MANUAL OF STEEL CONSTRUCTION, AISC CONCRETE MASONRY DESIGN MANUAL, CONCRETE MASONRY ASSOCIATION ACI DESIGN HANDBOOK DATE i 14OS1 YORBA STREET - TUSTIN, CALIFORNIA 92680 - (714)838-4960 KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS SHEET. JOB BY f Ml y/» — II IIV J- 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 ^ ft KEN OKAMOTO & ASSOCIATES, INC. SHEET ^— STRUCTURAL ENGINEERS JOB 1 ' ^ ^ ' BY 'A/F-7- </\ p.4- D ^/ EL rl * "£ v/- -»1 -> -> -> 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 fx/rti? KEN OKAMOTO & ASSOCIATES, INC. SHEET STRUCTURAL ENGINEERS JOB. BY -t -> •Mr' 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 KEN OKAMOTO & ASSOCIATES, INC. SHEET STRUCTURAL ENGINEERS JOB. BY oSt , / i 5' 3C_ •^ , 1 4 i t^f-1 £-^f tlif -> *M A',1'13 —> 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 |-x|^ KEN OKAMOTO & ASSOCIATES, INC. SHEET $ STRUCTURAL ENGINEERS JOB -> / BY X 11'> fl \ f. /n/'",«-" ••1rB"</-77ff^-> 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 SHE ET %4JOB SHEAR WALL SCHEDULE (1988 UBC) (SO #/') 1/2" GYPSUM BOARD (UNBLOCKED) WITH 5d COOLER NAILS 3 7" I6d 3 16" SOLE PLATE TO JOIST OR BLOCKING 1/2" A B a 6'-0" SOLE PLATE TO CONCRETE OR MASONRY (62 #/') 1/2" GYPSUM BOARD (UNBLOCKED) WITH $d COOLER NAILS ? 4" I6d @ 12" SOLE PLATE TO JOIST OR BLOCKING. 1/2" A B 9 6'-0" SOLE PLATE TO CONCRETE OR MASONRY (75 #/') 1/2" GYPSUM BOARD (BLOCK ALL EDGES) WITH 5d COOLER NAILS a V I6d a 10" SOLE PLATE TO JOIST OR BLOCKING 1/2" AS? 6'-0" SOLE PLATE TO CONCRETE OR MASONRY. (88 #/') 5/8" GYPSUM BOARD (BLOCK ALL EDGES) WITH 6d COOLER NAILS ? V I6d 9 8" SOLE PLATE TO JOIST OR BLOCKING 1/2" A B 3 6'-0" SOLE PLATE TO CONCRETE OR MASONRY (100 #/') 1/2" GYPSUM BOARD 30TH SIDES (UNBLOCKED) WITH 5d COOLER NAILS 3 7" I6d 3 8" SOLE PLATE TO JOIST OR BLOCKING. 1/2" A B @ 6'-0" SOLE PLATE TO CONCRETE OR MASONRY F|(125 I/1) 1/2" GYPSUM BOARD BOTH SIDES (UNBLOCKED) WITH 5d COOLER NAILS 9 4". l6d @ 6" SOLE PLATE TO JOIST OR BLOCKING 1/2" AS 9 5'-10" SOLE PLATE TO CONCRETE OR MASONRY (150 #/') 1/2" GYPSUM BOARD BOTH SIDES (BLOCK ALL EDGES) WITH 5d COOLER NAILS a V l6d 9 5" SOLE PLATE TO JOIST OR BLOCKING 1/2" A B a V-10" (OR 5/8" A B. 9 6'-0") SOLE PLATE TO CONCRETE OR MASONRY. (175 #/') 5/8" GYPSUM BOARD BOTH SIDES (BLOCK ALL EDGES) WITH 6d COOLER NAILS 3 4" I6d 9 4" SOLE PLATE TO JOIST OR BLOCKING 1/2" A B 3 4'-2" (OR 5/8" A.B 3 5'-3") SOLE PLATE TO CONCRETE OR MASONRY (180 #/') 7/8" PORTLAND CEMENT PLASTER OVER WOVEN OR WELDED WIRE LATH (UNBLOCKED) WITH 11 GA. X 1i" LONG, 7/16" DIA HEAD NAILS (OR 16 GA STAPLES HAVING 7/8" LONG LEGS) 9 6". I6d a 8" SOLE PLATE TO JOIST OR SLOCKING. 1/2" A 8 @ 4'-0" (OR 5/8" A B 3 5'-6") SOLE PLATE TO CONCRETE OR MASONRY. (264 #/') 3/8" COX PLYWOOD (BLOCK ALL EDGES) WITH 8d COMMON NAILS § 6" E N , @ 12" F N I6d 9 6" (OR 20d 8 8") SOLE PLATE TO JOIST OR BLOCKING. 1/2" A 8 9 2'-9" (OR 5/8" A B § 3'-9") SOLE PLATE TO CONCRETE OR MASONRY 11(384 /?/') 3/8" CDX PLYWOOD (BLOCK ALL EDGES) WITH 3d COMMON NAILS a V E N , 8 12" F N l6d a V (OR 20d 9 5") SOLE PLATE TO JOIST OR BLOCKING 1/2" A.B 9 I'-IO" (OR 5/8" A B 9. 2'-7") SOLE PLATE TO CONCRETE OR MASONRY M (492 #/') 3/8" CDX PLYWOOD (BLOCK ALL EDGES) WITH 8d COMMON NAILS 9 3" E N , @ 12" F N I6d a. 3" (OR 20d 9 4") SOLE PLATE TO JOIST OR BLOCKING. 1/2" A B 9 1'-5" (OR 5/8" A B 9 2'-0") SOLE PLATE TO CONCRETE OR MASONRY (552 #/') 3/8" STRUCT I PLYWOOD (BLOCK ALL EDGES) WITH 3d COMMON NAILS 9 3" E M . 9 12" F M. I6d 3 3"o c TO JOIST OR BLOCKING 1/2" A B. § 1'-3" (OR 5/8" A.B @ 1'-9") SOLE PLATE TO CONCRETE OR MASONRY (636 #/') 3/8" CDX PLYWOOD (BLOCK ALL EDGES) WITH 8d COMMON NAILS § 2" E N , a 12" F N I6d a 2i" (OR 20d g 3i") SOLE PLATE TO JOIST OR BLOCKING 1/2" A B 3 I1-!" (OR 5/8" A B. 3 1'-6") SOLE PLATE TO CONCRETE OR MASONRY USE 3X FRAMING MEMBERS. (768 #/') 3/8" COX PLYWOOD BOTH SIDES (BLOCK ALL EDGES) WITH 3d COMMON NAILS 9 V E N , 9 12" F M. I6d a 2" (OR 20d 8 3") SOLE PLATE TO JOIST OR BLOCKING 1/2" A B 911" (OR 5/8" A.B 9 l'-3") SOLE PLATE TO CONCRETE OR MASONRY USE OFFSET PANEL JOINTS OR 3X STUD AT JOINT. (984 #/') 3/8" CDX PLYWOOD BOTH SIDES (BLOCK ALL EDGES) WITH 3d COMMON NAILS 9 3" E N. , 9 12" F N. 5/8" A B. 9 1 '-0" SOLE PLATE TO CONCRETE OR MASONRY. USE OFFSET PANEL JOINTS OR 3X AT JOINT. (1272 #/') 3/8" CDX PLYWOOD BOTH SIDES (BLOCK ALL EDGES) WITH 3d COMMON NAILS 9 2" E N , 9 12" F N. 5/8" A B. 9 9" (OR 3/4" A B. 3 I'-l") SOLE PLATE TO CONCRETE OR MASONRY. USE 3X FRAMING MEMBERS. (1464 it/') 3/8" STRUCT I PLYWOOD BOTH SIDES (BLOCK ALL EDGES) WITH 3d COMMON NAILS 9 2" E N., 9 12" F N 3/4" A B a 1'-0"o c SOLE PLATE TO CONCRETE OR MASONRY USE 3X FRAMING MEMBERS KEN OKAMOTO & ASSOCIATES, INC, STRUCTURAL ENGINEERS SHEET JOB BY 11 rt't-'W* 9 X © O 2- 11 ?' = 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS SHEET. JOB BY "* V = -X f^rtl * (st?//\ ^ ~ I? 4- *--> 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 J" KEN OKAMOTO & ASSOCIATES, INC, STRUCTURAL ENGINEERS SHEET. JOB BY 1 © ^11 I "Ml? . ftp-- 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 L U KEN OKAMOTO & ASSOCIATES, INC. SHEET-5- JOB 1 I » ** BY STRUCTURAL ENGINEERS . r t //* 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 i '"" fTP2- KEN OKAMOTO & ASSOCIATES, INC. SHEET II STRUCTURAL ENGINEERS JOB BY c < - 4- 14081 YORBA STREET, SUITE 105 • TUSTIN, CALIFORNIA 92680 • (714) 838-4960 KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS SHEET___!^ ' 1 v7 HJOB BY 14081 YORBA STREET, SUITE 105 • JUSTIN, CALIFORNIA 92680 • (714) 838-4960 Booker , CA. CONTENTS /. 2, CF-1R Form b&w. 3.Forms -t- Tfctt*. 2^ £~^** C^cJj^W -V 4 2522. £> rxeu <- <= /7.5f £ . FUr Area »> Exu»t»«3 _ < - /) *"* FWIW ^Exirt.+AiMrt.on 1S?J<^ ~ BUILDING- COMPLIES #f CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 1 CF-1P Project Title. ......... EXISTING l< ADDITION Date. ....... 10'13'31 Pro-ject Address. ....... 2322 DANA COURT CARLSBAD ! ! Documentation Author... RON MOORE 1 Building Permit tt ' Compan/. ............... RON MOORE TITLE 24 i ', Telephone 619/436-S736 ! Plan Checl- / D^t<= i i „„.„_ _•_ — _„ —_ ' Compliance Method...... MICROPAS3 by Enercomp, Inc. ! Field Checl-/ Date , Climate Zone. ........... 7 - MICROPAS3 vS.Ol Fi ie-BQQI- ER2 Weather -CTZ07 Program-FDRM CF--1P ! ! Usertt-MP0354 User-RON MOQPE TITLE 24 Run-BOOHER2 i GENERAL INFORMATION Conditioned Floor Area...... 2S98 sf Building Type. .............. Single Family Detached Building Front Orientation. Front Facing 174 deg <S> Number of Dwelling Units... 1 Number of Stories. ......... 2 Floor Construction Type.... Slab On Grade Infiltration Control ....... Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Wall R-ll CEC MIN. STD. Poof R-19 vented, unvented Roof R-30 vented SlabEdge R-0 to outside, to garage Door R-O door FloorE', t R-19 to garage GLAZING Glazing 0 r i e n t a 11 o n Area # of Interior Exterior «sf> Panes Shading Shading Overhang Type Window Window Window Window Window Window Window F r o n t Bact Right t£i Left (W> Bad- <NE> Front (SW) 105 180 29 34 67 28 57 None None None None None None None None None None None None None None None None None None None None None Metal Metal Wood Metal Me t a 1 Metal WOOQ Type SlataOnGrade THERMAL MASS Area Thici-ness Hard Surfaced/ <sf> ij.ni Exposed Location/Comments 1703 No SEE ATTACHED TM SUMMARY CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title..... EXISTING S/ ADDITION Date. ....... 10/18/91 MICROPAS3 vS.Ol File--BOO!<ER2 Weather-CTZ07 Program-FORM CF-1R Usertt-MP0354 User-RON MOORE TITLE 24 Run-BOOHER2 ASSUMED HVAC SYSTEMS Assumed D u c t D u ct Assumed Sy&tem Efficiency Location R-value Gas 0.720 SE Attic R-2.1 Air Conditioner 8.90 SEER Attic R-2.1 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) <or approved equal) Heating Cooling Coo1ing Coi1 CEC Maximum Output for Gas Central Furnaces: 39149 Btuh SPECIAL FEATURES/REMARhS IMPORTANT NOTES * PLEASE READ **##+**#**# NOTE A: OWNER AMD DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT. SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLIANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN. QUESTIONS"1 CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT £19/436-6736 BEFORE MAH ING EXPENDITURES. NOTE B: CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORH BEING DONE. EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE. HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY & EQUAL OR BETTER EFFICIENCY). IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY d) OWNER <2> DESIGNER AMD (3) DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORf- . NOTE C: FOR ENERGY CALCULATIONS FRONT OF RESIDENCE IS CONSIDERED TO BE WALL AT BOTTOM OF FLOOR PLAN. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title . EXISTING &• ADDITION Page 3 CF-iR Date iO/13/ 31 MICRQPAS3 vS.Ol File-BOOHERI' Weather -CTZ07 Program-FORM CF-IR Usertt-MP0354 User-ROM MOORE TITLE 24 Run--BOOH ER2 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply wibh Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article i of the California Administrative code. This certificate has been signed by the; individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Wnen this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation -features which vary are indicated in the Special Features/Remains section. DESIGNER OWNER Name.... Company. Add ress. Phone... Li cense. Signed WARREN W. SCOTT ARCHITECT 9868 SCRANTON RD. STE.100 SAN DIEGO CA 92121 619/457-9631 1L&3L. (date) DOCUMENTATION AUTHOR Name.... Company. Add ress. P h o n e. . . Signed _ PON MOORE RON MOORE TITLE 24 705 REGAL ROAD ENCINITAS, CA 92024 619/436-6736 Name.... Company. Address. Phone... Signed Name... Title.. Agency. Phone.. Signed TOM ?./ MARY B001< ER HOMEOWNER 2322 DANA COURT CARLSBAD CA 92008 d a b e > ENFORCEMENT AGENCY (date)'date COMPUTER METHOD SUMMARY Project Title.. EXISTING Projecb Address. ....... 2.322 DANA COURT CARLSBAD Documentation Author... RON MOORE Company. . RON MOORE TITLE 24 Telephone. 619/436-6736 Page 1 C-2R Date 10/18/91 Building Permit tt i Plan Checl- 7 Date , Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Chec!-/ Date ' L_- .i. JL fTi cl C E? .C '_' t 1 fc^ u :> a a a a a a a a a / "" ~ ~ " ™ "' ~ ™ "" MICROPAS3 v3.01 Fi le-BOOH ER1 Weather-CTZ07 Pr.:.gram-FORM C-2P '. 1 Usertt-MP0354 User-PON MOORE TITLE 24 Run-BOOHERI MICROPAS3 ENERGY USE SUMMARY ~ Energy Use Standard Proposed Compliance - = ' 1- Etu /3f -yr i Design Design Margin = Space Heating. ......... 4.76 10.01 -5.25 Gpace Cooling.......... 9.47 9.42 0.05 Total 14.23 19.43 -5.2O = #** Water Heating not calculated *** = GENERAL INFORMATION Conditioned Floor Area..... 2277 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 174 deg <S) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type. RedneedYear Floor Construction Type.... Slab On Grade Number of Building Zones,,.. 1 Conditioned Volume. ........ 21632 cf Footprint Area 1495 sf Slab-On-Grade Area......... 1202 sf Glazing Percentage. 16.5 7. of FA Average Ceiling Height 9.5 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume tt of Thermostat Height Vent A ft; 3. Zone Type itioned 'sf) (cf) Units Type (ft) ' sf> HOUSE Residence Yes 2277 21632 1. OO MoSetbacI- 8.0 n/a COMPUTER METHOD SUMMARY Pr i r-'ject Title. ........ EXISTING MICROPAS3 V3.01 File-BQOHER Usertt-MP0354 User- RON 1 Weather-CTZ07 MOORE TITLE 24 Date Program-FORM Run-BOOHERl , . . . 1 0 / 1 8 / 3 1 C-2P i OPAQUE SURFACES L: LI r f 3. >: e MOUSE I Wall :_' Wall 5 Wa 1 1 4 Wall 5 Roof 6 Roof 9 Door 10 Floo Area i =f j E27 566 753 696 354 348 37 rEx b 293 U v 0o 0 0 0 0 0 0 I n=>ul alue R-val .098 R- .098 R-- . 098 R - . '"'98 P - .049 R- . 054 R - T"t f~l Qm wj o i j n •- . 049 R - 11 11 1 1 11 13 19 0 19 Acb A z m t h 174 354 84 264 174 174 174 0 Tilt 90 30 90 90 18 IS 90 0 PERIMETER L Surface HOUSE 7 SlabEdge 8 SlabEdge Length i f t ) 127 30 Fa 0 0 F2 c bor . 720 . 500 I R R P GLAZING Surface HOUSE Area #of Frame t sf ) Panes Type 1 Window 101 2 Wind 3 Wind 4 Wind ow 199 uw 10 ow 67 1 1 11 Metal Metal Metal Metal Open Type Slider Slider Slider Slider n s u 1 -val -0 -0 Solar Gains Yes Yes Yes Yes Yes Yes Yes No OBSES Loc to to L o c a 1 1 o Commen b CEC MIN. CEC MIN. CEC MIN. CEC MIN. vented Lin vented door n/ S STD. STD. STD. STD. Fo« m 3 Reference to qaraqe a b ion/ Comments outside garage SURFACES U- val 1. 1 , 1. 1. Ac t ue Anmth Tilt 10 174 90 10 354 90 10 84 90 10 264 90 sc Glass Only 0 . 88 0.88 0 . 38 0.88 Interior SC Shade G ' .--i- Type Shade None 0.88 None 0.33 None 0.38 None 0.38 THERMAL MASS Mass Type Area Thicl- (sf ) dn) Heat Conduct- Cap ivity Surface R-value L o c a 11o n/Commen b B HOUSE 1 SlabOnGrade 1202 3.5 28.0 0.98 R-: HVAC SYSTEMS SEE ATTACHED TM SUMMARY System Type HOUSE Gas Air Conditioner Minimum Ef f i ciency 0.720 8 . 90 SE SEER Lo Atti Abbi Duct cation c c Duct R-val R-2. P-2. ue i 1 D u c b Ef f i ciency 0. 0. 350 330 COMPUTER METHOD SUMMARY Page 3 C-2P Project Title. ......... EXISTING Date 10/13/91 ! MICROPAS3 vS.Ol File-BOQhEP1 Weather-CTZ07 Program-FORM C-2R ! ! User#-MP0354 User-RON MOORE TITLE 24 Run-BOOhER1 ! SPECIAL FEATURES/REMAPHS .w.**.*^..>.*>* IMPORTANT MOTES * PLEASE READ *********** NOTE A: OWNER AMD DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT. SIGNED CALCULATIONS INDICATE THAT OWNER AMD DESIGNER UNDERSTAND TITLE 14 COMPLIANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN. QUESTIONS"' CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT 619/436-6736 BEFORE MAh ING EXPENDITURES. NOTE B: CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO AMY WORH BEING DONE. EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AMD WARRANT SYSTEM PERFORMANCE. HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY ?/ EQUAL OR BETTER EFFICIENCY). IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY <1> OWNER (2> DESIGNER AND c3> DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORK NOTE C: FOR ENERGY CALCULATIONS FRONT OF RESIDENCE IS CONSIDERED TO BE WALL AT BOTTOM OF FLOOR PLAN. HVAC SIZING Page 1 HVAC Date . 10/18/91Project Title . . EXISTING Project Address 2322 DANA COURT CARLSBAD Documentation Author... RON MOORE Building Permit tt Company RON MOORE TITLE 24 Telephone. ............. 619/436-6756 Plan Chec.1- / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Checl-/ Date f* "\ IT-—'- r™, '"* — i"*i /"% "~7 .. ™ _ - ., __ __-,-.Lr J. JL Ml ill L C? A- '_' ! 1 *ir u u a , u a a a a » u / MICROPAS3 V3.01 Fi le -BOOH ER1 Weather -CTZ07 Program-HVAC SUING ! Uaertt-MP0354 LL;er-RuN MOORE TITLE 24 Run-POOHEP1 GENERAL INFORMATION Floor Area. 2277 sf Volume. 21632 cf Sizing Location SAN DIEGO AP Latitude. 32.7 degrees Winter Outside Design 42 F Winter Inside Design....... 70 F Summer Outside Design S3 F Summer Inside Design 78 F Summer Range 13 F Shading Used............... Yes La bent Load Fraction 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description <Bbuh> <Ptuh> Opaque Conduction and Solar 12740 5557 Glazing Conduction 11602 2072 Glazing Solar n/a 10332 Infiltration. 9965 759 Internal Gain n/a 8550 Ducts. 3431 2732 Sensible Load 37733 30052 Latent Load n/a 6010 Total Load 37738 36062 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air : 1 ow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for qas central furnaces only: 1.3 x ( 3773S + i10 x 2277;>7S660 BUih Job owner Job location Climate zone Run title/File name. TOM & MARY BOOKER CARLSBAD 7 BOOhERl GLAZING Paqe 2 FRONT Code # Wth Ht El 3 2 6 E2 3 2 1.9 E3 1 1.3 6 E4 1 2.9 4.9 E5 2 4 4 CRD Ch/R] TOTAL RIGHT Code # Wth Ht E13 2 3.7 1.3_ _ _ CRU Ch/R: TOTAL TOT 36 11 7 14 32 0 0 0 0 0 0 0 101 ( TOT 9 0 0 0 0 0 0 0 0 0 0 0 9. o\ Ovrh . 0 .4 .a -i _ •0 .0 •0 •0 •0 •0 •0 . 0 .4 sv) Ovrh .6 . 0 .0 -0 .0 •0 •0 .0 .0 "'-' .0 •0 62 BACK Code EG E7 E8 E9 E10 Ell E12 CR3 Ch/R] LEFT Code E14 E15 El E2 E16 C"R: Ch/R3 ft 1 1 1 1 3 1 1 - * 1 1 1 1 1 — Wth Ht 4.9 3.2 6 6.7 3.1 4.8 1.9 4.8 5.7 3.5 1.9 3 8 6.7 - TOTAL ( Wth Ht 5.8 4.8 5.8 1.9 2 6 2 2.9 2.5 4 — TOTAL WIN GLAZ SKYLITES TOTAL PERCENT TOT 15 40 14 9 59 5 53 0 0 0 0 0 199 2£>tf°) TOT 27 11 12 5 10 0 0 0 0 O 0 0 66. 376 376 0. 1 J Ovrh .7 • j-. .9 ~_ 1 _ .9 .7 .6 • (-' . 0 •0 . 0 •0 .0 Ovrh .a . 0 . 0 a _ .0 •0 • ° _ •0 . 0 • ° _.u •0 66 .7 0 .7 &5 MASTER MICROPAS DATA TAI< E-OFF/ INPUT SUMMARY RON MOORE, TITLE 24 CONSULTANT * 619/436-6736 Notice to building official: The data on these sheets was was gathered from the plans submitted by our client. It was subsequently input into MICROPAS 3 for calculation. If drawings submitted to you vary signif- icantly, discrepancy should be noted on correction sheet and all docu- ments should be returned for re-calculation. Page 1 18~0ct-91 Job owner TOM ?/ MARY BOOKER Job location CARLSBAD Climate 2one. 7 Run title/File name BOOKER1 Type: < SFR = 1 /CLU=2 > 1 THERMAL MASS SUMMARY THERMAL MASS ttl Concrete without carpet N/A THERMAL MASS #2 Carpet over concrete THERMAL MASS #3 Vertical mass 0 TOTAL 1202 TOTAL N/A TOTAL THERMAL MASS tt4 ERR TOTAL COMPUTER METHOD SUMMARY Page 1 C-.Z.R Project Tible. ......... EXISTING S- ADDITION Date, ....... 10/13/31 Project Address .... 2322 DANA COURT CARLSBAD ! Documenbation Author... RON MOORE Building Permit tt Company..... RON MOORE TITLE 24 ~_ Telephone. . 619/436-6736 Plan Checl- / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field ChecT/ Dale? Climate Zone. .......... 7 i MICROPAS3 v3.01 File-BOOHER2 Weather-CTZ07 Program-FORM C-2R ! Usertt-MP0354 User-ROM MOORE TITLE 24 Run-BOOHER2 MICROPAS3 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance - = iI Btu/sf-yr> Design Design Margin = Space Heating.. 4.37 7.27 -2.'30 = Space Cooling 9.09 3.81 -0.72 Total 13.46 17.08 -3.62 = •*** Water Heabing not calculated *** = GENERAL INFORMATION Conditioned Floor Area..... 2898 sf Building Type. ............. Single Family Detached Building Front Orientation. Front Facing 174 deg <S> Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type. ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume 26662 cf Footprint Area 1996 sf Slab-On-Grade Area 1703 sf Glazing Percentage 17.2 % of FA Average Ceiling Height 9.2 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vt?nb Area Zone Type itioned •sf> <cf> Units Type ifb) ' s f > HOUSE Residence Yes 26662 1.00 Sebbacl-3. 0 n/a COMPUTER METHOD SUMMARY Project Title EXISTING ?> ADDITION Page 2 C-2P Date. ....... 10/18/91 MICROPAS3 vS.Ol File-BOOhER2 Weabher-CTZ07 Proqram-FQRM C-2R User#-MP0354 User-RON MOORE TITLE 24 Run-BOOHER2 OPAQUE SURFACES S i.i r-fa i..y Area U V Insul a I lie R-val Act A 2 m t h Solar Lo cab ion/ Form 3 Tilb Gains Comments Reference HOUSE 1 3 •1- 5 6 7 3 9 12 13 14 15 Wa Wa Wa Wa Wa Wa 11 11 .1.1 11 11 11 Roof Roo f Roof Door Door Door Fluor 703 571 3J3 796 49 98 354 501 848 37 12 Ex b 293 o o 0 t;> O o 0 o 0o o oo . 098 . 098 . 098 . 098 . 098 . 098 . 049 (") Ot O . 054 . 330 . 330 . 330 . 049 R R R R R R R R R R R R R -11 -11 -1 1 -11 -11 -11 -19 -30 -19 -0 -0 -0 -19 174 354 34 264 39 219 90 90 50 90 90 90 Yes Yes Yes Yes Yes Yes 174 18 Yes 174 IS Yes 174 18 Yes 174 30 Yes 39 90 Yes 219 90 Yes 0 0 No CEC MIN. STD. CEC MIN. STD. CEC MIN. STD. CEC MIN. STD. CEC MIN. STD. CEC MIN. STD. vented vented un vented door door door to gar a ye PERIMETER LOSSES Surface HOUSE 10 SI abEdge 11 SlabEdge Length ' ft i 164 30 P2 Factor 0 0 . 720 . 500 I nsul R-val R-0 R-0 Lo to to cation/Comments o u b s i d e garage BLAZING SURFACES S u r f a c e HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window Area (sf ) 105 180 29 34 67 28 57 # of Panes 1 1 1 1 1 1 1 Frame Type Metal Metal Wood Metal Metal Metal Wood Open Type Slider Slider Slider Slider Slider Slider Slider U- val 1. 1 . 1. 1. 1. 1. 1. ue 10 10 10 10 10 10 10 Act Azmth 174 354 354 84 264 39 219 Tilt 90 90 30 30 90 90 90 SC Gl On 0. 0. 0. 0. 0. 0. 0. 3SS I/ 88 88 76 88 38 88 76 Inter i Shade Type None None None None None None None .or SC Gl 31- Shade 0. 83 0 „ 3E 0. "6 o. as 0. -23 0 . 83 u. '"'6 Mass Type Area Thicl- ' s f) 'in> THERMAL MASS Heat Conduct- Surface Cap ivity R-value Location/Comme nt s HOUSE 1 SlrtbOnGrade 28.0 0.98 SEE ATTACHED TM SUMNAPY COMPUTER METHOD SUMMARY Page 3 C-2R Project Tible. . . . EXISTING ?> ADDITION Date 10/18/31 i MICROPAS3 vS.Ol Fi le-BOOl- ER2 Weather-CTZ07 Program-FORM C-2R ! 1 Usertt-MP0354 User-RON MOORE TITLE 24 Run-BOQI<ER2 i HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Gas 0.720 SE Attic R-2.1 0.350 Air Conditioner 8.30 SEER Attic R-2.1 0.8?O SPECIAL FEATURES/REMARKS *•***•**•••*** IMPORTANT NOTES * PLEASE READ *********** NOTE A: OWNER AND DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT. SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLIANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN. QUESTIONS" CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT til3/436-&73S BEFORE MAI- ING EXPENDITURES. MOTE Bu CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORH BEING DOME. EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE. HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY ?/ EQUAL OR BETTER EFFICIENCY*. IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY (1) OWNER <2> DESIGNER AND <-Zi DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORH. NOTE C: FOR ENERGY CALCULATIONS FRONT OF RESIDENCE IS CONSIDERED TO BE WALL AT BOTTOM OF FLOOR PLAN. HVAC SIZING Page 1 HVAC Project Title.. EXISTING ?> ADDITION Date 10/13/31 Project Address 2322 DANA COURT CARLSBAD Documentation Author... RON MOORE Company. . RON MOORE TITLE 24 Telephone 619/436~6736 Compliance Method. MICROPAS3 by Enercomp, Inc. Climate Zone. .......... ' Building Permit Plan Checl- / Dace Field C h e c I- - D a t e MICPOPAS3 v3.01 File-BOOI<ER2 Weather - CTZ07 Program-HVAC 31 Z IMG UsL3rtt-MP0354 User-PON MOORE TITLE 24 Run-BQOFER2 GENERAL INFORMATION Floor Area 2898 sf Vol ume. 26662 cf Sizing Location. ........... SAN DIEGO AP Latitude 32. 7 degrees Winter Outside Design 42 F Winter Inside Design 70 F Summer Outside Design...... 83 F Summer Inside Design 73 F Summer Range. 13 F Shading Used. .............. Yes Latent Load Fraction 0. 20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description <Btuh> <Btuh) Opaque Conduction and Solar. ..... 15332 6727 Glazing Conduction............... 15375 2746 Glazing Solar n/a 15931 Infiltration.. 12282 936 Internal Gain n/a 8550 Ducts. 4299 3494 Sensible Load . 47288 38434 Latent Load. n/a 7637 Total Load 47288 46121 Note; The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It 11= the HVAC designer's responsibility to consi.der all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only; 1.3 v, ( 47288 + i 10 v, 2838)) = 99149 Btuh C 1 1 ni <=i t s n <~i n e • • • • . <• « ° a Run "title/File ricirns GLAZING FRONT ' Code # Wth Ht El 3 2 6 E2 3 2 1.3 E3 1 1.3 6 E4 1 2.9 4.9 E5 2 4 4 D 1 2 2 CR3 _ _ CH/R3 TOTAL RIGHT Code # Wth Ht E13 2 3.7 1.3 B 1 4 5 C 1 2 2 CR3 Ch/R] . . . . CARLSBAE . . . . 7 . . . . BOOKER2 :/^°) TOT Ovrh 36 . 0 11.4 7.8 14.2 32.0 4.0 0.0 0.0 0.0 0 . 0 0.0 0 . 0 105.4 TOT Ovrh 9.6 20.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1 \ 1 JU1 \-l W t ) BACH Code E6 E7 E8 E10 Ell E12 A Fr2 CR3 Ch/R] LEFT Code E14 E15 El E2 E16 ERD Ch/RIl J_ 1 \ tt 1 11 1 1 1 1 2 - * 1 1 1 1 1 (35 Wth Ht 4.9 3.2 6 6.7 3.1 4.8 5.7 3.5 1.9 3 8 6.7 6 5 2.5 5.7 - TOTAL (264 Wth Ht 5.8 4.8 5.8 1.9 2 6 2 2.9 2.5 4 Page 2 7*) TOT Ovrh 15.7 40.2 14.9 20.0 5.7 53.6 30 . 0 28.5 0.0 0.0 0.0 0.0 208 . 5 y TOT Ovrh 27.8 11.0 12.0 5.8 10.0 0 . 0 0.0 0 . 0 0.0 0 . 0 0.0 0 . 0 TOTAL 33.62 TOTAL WIN GLAZ SKYLITES TOTAL PERCENT 66. 66 0 b/« oor Job owner Job location Climate zone Run title/File name. TOM b MARY BOOKER CARLSBAD 7 BOOKER2 Code # Wth Ht E 1 4 3.5 F 1 4 3.5 CR] Ch/R] TOTAL NORTHWEST Code tt Wth Ht CR] Ch/R] TOT Ovrh 14.0 14.0 0 . 0 0.0 0 . 0 0.0 0 . 0 0.0 0.0 0.0 0 . 0 0.0 28 TOT Ovrh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 .'"^ Code tt Wth Ht Frl 2 2.5 5.7 Fr3 2 2.5 5.7 CR] Ch/R] TOTAL SOUTHEAST Code # Wth Ht CR] Ch/R] TOT Ovrh 28.5 28.5 0 . 0 0.0 0 . 0 0.0 0 . 0 0 . O 0.0 0. 0 0.0 0.0 57 TOT Ovrh 0.0 0.0o.o I 0 . 0 0.0 0.0 0 . O 0 . 0 0 . 0 0 . 0 0.0 0.0 TOTAL 0 TOTAL 0 TOTAL GLAZING TVs fW MASTER MICROPAS DATA TAhE-OFF/INPUT SUMMARY RON MOORE, TITLE 24 CONSULTANT * S19/436-6736 Notice to building official: The data on these sheets was was gathered from the plans submitted by our client. It was subsequently input into MICROPAS 3 for calculation. If drawings submitted to you vary signif- icantly, discrepancy should be noted on correction sheet and all docu- ments should be returned for re-calculation. Page 1 lS-Oct-91 Job owner TOM & MARY BOOKER Job location CARLSBAD Cl imate zone 7 Run title/File name BOOH ER2 Type: fSFR=l /CLU=2-> 1 THERMAL MASS SUMMARY THERMAL MASS #1 Concrete without carpet N/A THERMAL MASS tt2 Carpet over concrete THERMAL MASS #3 Vertical mass 0 TOTAL 1703 TOTAL N/A 0 TOTAL THERMAL MASS #4 ERR TOTAL Code Cod £2 3 57 /" C2 IIU 3 5/3 3* /* 5/5 BooKeR