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HomeMy WebLinkAboutEL060247_Correction ListCounty of Orange Resources & Development Management Department Building Permits Division Main Office 300 N. Flower Street Santa Ana, CA 92702-4048 Residential Plan Check Corrections It is the responsibility of the applicant to satisfy the requirements (clearances) of each of the departments listed in this document. Normally, each section will stamp your plans indicating their approval. To view your plan check status and the latest correction list on the Internet, please visit: http://www.ocplanning.net and click on 'Plan Check Status' Link Project Number:RS051593 Submittal Date:Sep 07, 2005 CBC Edition: 1998 Plan Check Date: 10/12/2005 5:04 PM Description:sfd w/attached garage and basement guest quarters (labeled "game room" and "powder room& Job Address 23 AVALON VISTA NEWPORT COAST, CA Owner Address William Schulte 6 Anondale Newport Beach CA92660 Current - 1st Plan Check Architect of Record John Henderson 4199 Campus Dr. Irvine CA 949-509-6567 949-509-6568 FAX SPECTRUMARCH@CS.COM Plan Checked By Zack Faqih Zack.Faqih@pdsd.ocgov.com 714-834-3582 Contact Address Cris Adams 4199 Campus Dr. Irvine CA 949-509-6567 949-509-6568 FAX cris@spectrumarchitecture.com Page 1 of 13 RS051593 OBTAIN CLEARANCES (approvals) from: Current Planning/Zoning (714) 834-2626 DPC Station 3 Grading Plan Check Review: (714) 834-5534 Inspection Div. (Rough Grade) (949) 472-7979 County Property Permits(PPP) (714) 834-3432 Fire Authority (714) 573-6100 (714)368-8843 1 Fire Authority Rd., Bldg. A, Irvine California 92606 (Jamboree@Tustin Ranch Rd.) NPDES/OCFCD(Drainage) (714) 834-5060 Acoustical Review (714) 834-5910 GENERAL INFORMATION This correction list covers plan check of residential occupancies (R-1, R-3) and garage/carports only. Recreational buildings, sales offices, retaining walls, etc. will require separate plan submittals to Commercial/Industrial Plan Check Section for approval. Application for which no permit is issued within 180 days following the date of application shall expire by limitation. An extension of 180 days may be granted upon written request showing circumstances beyond the control of the applicant have prevented action being taken. In order to renew action for an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. Sec. 107.4. Plans, engineering calculations, diagrams and other data shall be submitted in two sets with each application for a permit. The building official may require plans, computations and specifications to be prepared and designed by an engineer or architect licensed by the State to practice as such. Sec. 106.3.2. At building permit issuance, one (1) additional set of plans consisting of summary or title sheet, plot plan, floor plans and elevations shall be required for the Assessor's Office. For tracts of single family dwellings and condominium projects where no master set of plans is to be established, custom homes and room additions, submit two (2) complete sets of plans plus one (1) additional set for the Assessor's Office consisting of a title sheet, plot plan, floor plans and elevations. For projects where a master set of plans is to be established, provide three (3) complete sets of plans plus the Assessor s Office set at issuance of the building permit. INFORMATION A GRADING PERMIT and ROUGH GRADING approval are required. NOTE: Building permit will not be issued until "Rough Grading" approval is obtained from the grading inspector. Contact Grading Section for additional information. A SOIL/GEOTECHNICAL REPORT is required. Submit 2 copies to Grading Section, with 1 copy to Plan Check Section. Grading Section shall approve reports prior to issuance of building permit. All recommendations shall be incorporated into foundation plans. Valid Worker's Compensation Certificate or Owner-Builder Verification is required prior to issuance of building permits. An ACOUSTICAL REPORT is required. Submit 3 copies to Acoustics Office for approval with 1 copy to Plan Check Section. Incorporate all recommendations into architectural plans. Project is in Flood Plain II. Contact Drainage Section for additional information. Project is in Flood Plain III. Submit additional plans and engineering calculations to meet requirements in Orange County Coastal Flood Plain Development Study. For projects in flood plain zones FP-1, FP-2 or FP-3, the plan checker shall: Review the building plans for compliance with County Ordinance No. 3655, design criteria, and engineer's structural and flood design. Confirm that the plans include the elevation of the lowest floor as related to mean sea level. Also make sure the mean sea level elevation is on the plans. Complete the Building Permit Services Division's portion of the Elevation Certification. Forward the Elevation Certificate to the Building Inspection Services Division. The Structural or Civil Engineer or Architect responsible for this project shall sign three final sets of plans. Page 2 of 13 10/12/2005 5:04 PM The third set is for the Assessor's Office. Plans cannot be rechecked at the counter. Resubmit and allow additional time for recheck. Recheck by appointment only. Call your Plan Checker for recheck appointment. The correction list is available on the Internet at http://pdsd.oc.ca.gov (Click on the services tab, then the Plan Check Processing link). Provide will serve letters from the utility company for water and sewer service for tracts of single family dwellings. Project shall comply with "A Guide To California Multi-Family Disabled Access Regulations", Second Edition, dated January 1997 and Chapter 11A of the 2001 C.B.C. See Attached Correction List. The applicant must submit three sets of plans to the Orange County Fire Authority directly. OCFA approval is required on 3 sets of plans before any building permits can be issued. The following residential projects require approval of the Orange County Fire Authority: All apartments and condominiums. All tracts of single-family dwellings. Single Family dwellings with a floor area including the garage exceeding the 3,600 square feet or more than 50 feet from the street. Projects with new fire sprinkler systems or with alterations to existing fire sprinkler systems. Projects with new fire alarm systems or with alterations to existing fire alarm systems. The section Nos. and table Nos. called out in this correction list are from the 2001 California Building Code unless noted otherwised. Page 3 of 13 10/12/2005 5:04 PM RS051593 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES Notes must be shown as worded, on the title sheet of the plan 1. In the case of emergency, call___________________at Work Phone #___________________or Home Phone #_________ __________. 2. Sediment from areas disturbed by construction shall be retained on site using structural controls to the maximum extent practicable. 3. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. 4. Appropriate BMP's for construction-related materials, wastes, spills shall be implemented to minimize transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. 5. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated to reduce or remove sediment and other pollutants. 6. All construction contractor and subcontractor personnel are to be made aware or the required best management practices and good housekeeping measures for the project site and any associated construction staging areas. 7. At the end of each day of construction activity all construction debris and waste materials shall be collected and properly disposed in trash or recycle bins. 8. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than stormwater only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance with local, state and federal requirements. 10. Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. 11. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion of each working day. Drainage is to be directed toward desilting facilities. 12. The permittee and contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas where impounded water creates a hazardous condition. 13. The permittee and contractor shall inspect the erosion control work and insure that the work is in accordance with the approved plans. 14. The permittee shall notify all general contractors, subcontractors, material suppliers, lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. 15. Equipment and workers for emergency work shall be made available at all times during the rainy season. Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 16. All removable erosion protective devices shall be in place at the end of each working day when the 5-Day Rain Probability Forecast exceeds 40%. Page 4 of 13 10/12/2005 5:04 PM RS051593 17. Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion and sediment controls to the maximum extent practicable, and stockpiles of soil shall be properly containted to minimize sediment transport from the site to streets, drainage facilities of adjacent properties via runoff, vehicle tracking, or wind. 18. Appropriate BMPs for construction-related materials, wastes, spills or residues shall be implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. Page 5 of 13 10/12/2005 5:04 PM RS051593 Residential Plan Check Corrections Sheet Comments By General Z. Faqihc0.1 In your responses, please refer to the alpha-numeric reference numbers that are shown at the start of each of the following correction items. Z. Faqihc5.2 Number all sheets of plans in sequence ... 1 of 5, etc., or in accordance with an "Index of Drawings of Drawings" shown on first sheet. Z. Faqihc6.3 Note on Plans: Z. Faqihc7.3.1 Owner´s name, address and telephone number. Z. Faqihc8.3.2 Job street address. Z. Faqihc9.3.3 Name, address and telephone number of person who prepared the plans. Z. Faqihc10.3.4 Square footage (dwelling, patio, deck, garage etc.). Z. Faqihc11.3.5 Occupancy group, construction type. Z. Faqihc12.3.6 Assessor´s parcel number. Z. Faqihc13.4 Plans for single-family dwellings and duplexes are not checked for plumbing, mechanical and electrical code compliance. These disciplines are subject to field inspection. Z. Faqihc14.5 Major corrections shall be made on the original tracings and new prints submitted. Return the original plan check set of plans. Z. Faqihc15.6 Note on this correction sheet or on a separate sheet the location of the completed correction on your plams..(i.e. Sheet No., detail, etc.) Z. Faqihc16.7 Separate permit is required for each building or structure; e.g., fence walls, retaining walls, outdoor swimming pools/spas. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Z. Faqihc18.8 Include "National Pollutant Discharge Elimination System Notes" on first sheet of plans. (This information is provided in the beginning of this document) ITEM 1 SHALL BE FILLED OUT Z. Faqihc120.9 Provide an erosion and sediment control plans(ESCP) OR SHOW ON THE SITE PLAN THE LOCATIONS OF SANDBAG BARRIERS, STABLIZED COSTRUCTION ENTRANCE/EXIT AND CONCRETE WASHOUT AREAS Page 6 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Z. Faqihc121.10 Provide a WQMP PLAN AND GET APPROVAL FROM LEA UMNAS @ 714-8343526 Plot Plan Z. Faqihc20.11 Note on Plans: Provide house street number visible and legible from street. Numbers shall be of non-combustible materials in Special Fire Protection Areas. O.C. Bldg. Ord. No. 03-003. Z. Faqihc21.12 Dimension all eave projections to property lines. Minimum 30" eave clearance from property lines is required for required windows used for light and ventilation. Sec. 1204. Z. Faqihc22.13 Show all ground elevations and finish floor elevations and height of building. Show pad and corner elevations. Z. Faqihc23.14 Show approximate location of public sewer and lateral ready to serve the structure, or show location of a private sewage disposal system and submit 5 copies of percolation reports and plans of sewage disposal system to Darryl Adams, (714) 834-2629 for approval. Z. Faqihc24.15 To establish necessity for backwater valves for single family dwellings, show on plot plans: Z. Faqihc25.15.1 Direction of flow of sewer lines. Z. Faqihc26.15.2 Manhole rim elevations. Z. Faqihc27.15.3 Finished floor elevations of first and second floors. Z. Faqihc28.15.4 Manhole locations. Architectural Floor Plans Z. Faqihc30.16 Provide approved smoke alarms; Sec. 310.9: Z. Faqihc31.16.1 At corridor of area leading to bedrooms. Z. Faqihc32.16.2 Close to stairway leading to bedrooms. Z. Faqihc33.16.3 In basement. Z. Faqihc34.16.4 In an alteration exceeding $1,000.00 or added sleeping room(s). Z. Faqihc35.16.5 In each story. Page 7 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Z. Faqihc36.16.6 In each sleeping room. Z. Faqihc37.17 Provide attic access 22" x 30", readily accessible with minimum 30" clear head room. Sec. 1505.1. Z. Faqihc38.18 Two (2) or more exits with two (2) or more separate means of egress to a public way are required from (Sec. 1004.2.3.2): Z. Faqihc39.18.1 The second story or basements when the occupant load is ten or more. Z. Faqihc40.18.2 Two or more dwelling units on the second story or in a basement when the total occupant load of the second story or basement exceeds 10. Z. Faqihc41.18.3 The two (2) exits (stairways) shall be placed a distance apart of not less than 1/2 the maximum diagonal distance of the area served. Clarify. Sec. 1004.2.4. Z. Faqihc42.19 Provide cross-section through the stairway, showing: Z. Faqihc43.19.1 Rise 7" max.; run 11" min.; max. 3/8" differential. Rise 8" max., run 9" min. for private stairway serving less than 10 occupants. Sec. 1003.3.3.3 Z. Faqihc44.19.2 Handrail ... 34" to 38" above nosing, with 12" extension beyond top and bottom risers, except for private stairs. Sec. 1003.3.3.6. Z. Faqihc45.19.3 Handgrip, cross-section dimension 1 1/4" min.-2" max. Sec. 1003.3.3.6. Z. Faqihc46.19.4 4" max. clear spacing of intermediate rails. Sec. 509.3. Z. Faqihc47.19.5 Headroom ... 6´8" minimum. Sec. 1003.3.3.4. Z. Faqihc48.19.6 12´-0" maximum vertical distance between landings. Sec. 1003.3.3.5. Z. Faqihc49.19.7 36" minimum width for stairway serving less than 50 occupants. Sec. 1003.3.3.2. Z. Faqihc50.19.8 Size of structural members, stringers, treads. Z. Faqihc51.19.9 Positive or bolted connection of stringers to floor structure and connection of treads to stringer. Z. Faqihc52.20 Tops of guardrails may be 36" high for R-3 and U-1 occupancies, for interior guardrails within individual dwelling units and for guest rooms of R-1 occupancies. Intermediate rail maximum 4" clear. Clarify. Sec. 509. Page 8 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Z. Faqihc53.21 Provide water-resistant gypsum backing board as a base for tile or wall panels for tub or shower enclosures or water closet compartment walls. Sec. 2512. Z. Faqihc54.22 Showers shall be finished 70" above drain with materials not adversely affected by moisture. Specify materials. Clarify. Secs. 807.1.3 and 2512. Z. Faqihc55.22.1 Note on plans: Anti-scalding shower and tub- shower valves required. C.P.C Sec. 420. Z. Faqihc56.23 Provide tempered glass in the following hazardous locations per Sec. 2406.4: Z. Faqihc57.23.1 Glazing in ingress and egress doors except jalousies. Z. Faqihc58.23.2 Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors, other than wardrobe doors. Z. Faqihc59.23.3 Glazing in storm doors. Z. Faqihc60.23.4 Glazing in all unframed swinging doors. Z. Faqihc61.23.5 Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Z. Faqihc62.23.6 Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surface. Z. Faqihc63.23.7 Glazing in an individual fixed or operable panel that meets all of the following conditions: Z. Faqihc64.23.7.1 Exposed area of an individual pane greater than 9 sq. ft. Z. Faqihc65.23.7.2 Exposed bottom edge less than 18" above the floor. Z. Faqihc66.23.7.3 Exposed top edge greater than 36" above the floor. Z. Faqihc67.23.7.4 One or more walking surfaces within 36" horizontally of the glazing. Z. Faqihc68.23.8 Glazing in railings regardless of height above walking surface. Z. Faqihc69.23.9 Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when conditions are present: Z. Faqihc70.23.9.1 The bottom edge of the glazing is less than 60 inches (1525 Page 9 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By mm) above the pool side of the glazing. Z. Faqihc71.23.9.2 The glazing is within 5 feet (1525 mm) of a swimming pool or spa water´s edge. Z. Faqihc72.23.10 Glazing in walls enclosing stairway landings or within 5 feet (1525 mm) of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches (1525 mm) above a walking surface. Z. Faqihc73.24 For clothes dryer vent in R-1 and R-3 occupancies, 2001 C.M.C., Sec. 504.3: Z. Faqihc74.24.1 Call out diameter and length. Z. Faqihc75.24.2 Call out number of 90° bends for each vent. Z. Faqihc76.24.3 Show vent on floor plan. Z. Faqihc77.24.3.1 For 4" diameter, a maximum length of 14´´0" with 2-90° bends. Z. Faqihc78.24.3.2 Limitations on dryer vents: Z. Faqihc79.24.3.3 Engineering calculations shall be required for all exceptions to be approved by the Mechanical Plan Check Section. Z. Faqihc80.25 All new Group R, Division 3 detached one- and two-family dwellings 5,500 square feet (511 m2)including garage or larger in area shall be equipped with an approved automatic residential sprinkler system. Residential or quick-response standard sprinkler heads shall be used in the dwelling portion of the building. Clarify. O.C. Bldg. Ord. No.03-003. Z. Faqihc81.25.1 EXCEPTION: In reconstruction or remodeling of existing Group R, Division 3, detached one- and two-family dwellings where the cost of installing an approved automatic residential sprinkler system exceeds 5% of the reconstruction or remodeling cost, with the approval of the Fire Chief, the required sprinkler system may be omitted. Roof Z. Faqihc83.26 Specify roofing material. Specify weight, ICBO number, and class. Z. Faqihc84.27 All new buildings and additions within the Special Fire Protection Areas shall have a Class A roof covering. All other new building roofing shall have minimum Class B. Clarify. O.C. Building Ordinance No. 03-003. Z. Faqihc85.28 The unincorporated area of the County is considered to be a "Special Wind Region." All roof fasteners shall be installed per manufacturer´s instructions. Page 10 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Call out fasteners to resist wind loads for winds over 80 mph. O.C. Bldg. Ord. No. 03-003. Z. Faqihc86.29 Exterior decks, balconies, and stairways sealed underneath shall be waterproofed. Specify materials. Clarify. Sec. 1402.3. Z. Faqihc87.30 Drainage from one roof shall not drain over a property line or onto another roof across a property line. Clarify. Foundation Z. Faqihc110.31 Note soil report recommendations for footings on foundation plan. See final "approved" soil report for footings on foundation plan. See final "approved" soil report from Grading Section. Z. Faqihc111.32 For foundation retaining walls: Z. Faqihc112.32.1 Show positive moment reinforcing steel. Specify location. Z. Faqihc113.32.2 Detail connection to floor diaphragm. Z. Faqihc114.32.3 Show footing size and reinforcing required. Z. Faqihc115.32.4 Provide negative moment reinforcing in walls with fixed footing. Z. Faqihc116.32.5 Relate wall height to grade elevations. Z. Faqihc117.32.6 Show drain behind wall and show disposal point. Z. Faqihc118.32.7 Provide damp proofing barrier. Specify method to be used. Z. Faqihc119.33 Type V cement is required for high sulfate soils. Clarify. Sec. 1904.3. 1. Comply with Table 19A-4. Special Fire Protection Area: Z. Faqihc89.34 All structures located within a Special Fire Protection Area shall meet the following requirements (Ref. O.C. Ord. No. 03-003): Z. Faqihc90.35 The exposed side of exterior walls, including enclosed accessory structures, shall be of noncombustible materials or 1-hour fire-resistive construction for the exterior portion. No openings shall be permitted in such walls. Z. Faqihc91.35.1 Exception 1: 1-3/8 inch (34mm) solid core doors, metal doors, and multiglazed windows and doors are permitted. Page 11 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Z. Faqihc92.36 Attic and Foundation Ventilation Openings in vertical walls and attic roof vents shall not exceed 144 square inches per opening and shall be covered with metal louvers and 1/4 inch (6.25mm) mesh corrosion-resistant metal screen. Z. Faqihc93.37 Ventilation openings and access doors shall not be permitted on exposed sides. Z. Faqihc94.38 Unenclosed accessory structures on the exposed side, with openings between the living area and the accessory structure, shall be of noncombustible, one-hour fire-resistive or heavy timber construction. Z. Faqihc95.38.1 Exception 1: Where openings in the wall between the living area and accessory structure are protected by a fire assembly having a 20- minute fire protection rating. Z. Faqihc96.38.2 Exception 2: The walking surface of balconies and decks may be constructed of non-rated materials. Z. Faqihc97.38.3 Exception 3: In lieu of fire protection as outlined in this section, accessory structures may be protected by an approved residential automatic fire sprinkler system. Z. Faqihc98.39 Structures on adjacent properties shall be 5 feet from property lines or shall be separated by a minimum of 10 feet (3048 mm). Z. Faqihc99.39.1 Exception 1: Projects with plan or tract maps approved by the County prior to 3/28/96 are exempt from requirements of this section. Z. Faqihc100.39.2 Exception 2: Exterior walls with no openings are exempt from requirements of this section provided exterior portion of exterior walls is of noncombustible or 1-hour fire-resistive construction. Z. Faqihc101.40 Cornices, eave overhangs, soffits, exterior balconies and similar architectural appendages and projections on the exposed side of the structure shall be of noncombustible construction or enclosed in one-hour fire-resistive material or heavy timber construction conforming to Section 605.6 of the 2001 C.B.C. Space between rafters at the roof overhangs shall be protected by noncombustible materials or with double 2-inch (51 mm) nominal solid blocking under the exterior wall covering. No ventilation openings or other openings shall be permitted in eave overhangs, soffits, between rafters at eaves or in other overhanging areas on the exposed side of the structure. Z. Faqihc102.41 Roof coverings on structures in Special Fire Protection Areas shall be as follows: Z. Faqihc103.41.1 Roof covering for new construction and reconstruction shall, as a minimum, be a Class A roof assembly. Page 12 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared. RS051593 Residential Plan Check Corrections Sheet Comments By Z. Faqihc104.41.2 Repairs and additions of 10 percent or more of an existing roof area shall be with Class A roof covering. Z. Faqihc105.42 Skylights shall have a noncombustible frame glazed with dual glazing of heat strengthened or fully tempered glass or shall be a 3/4-hour fire-resistive assembly. Z. Faqihc106.43 An approved automatic fire sprinkler system is required for all new construction and reconstructed structures. Accessory structures such as patio covers, storage sheds, bridges, decks, carports, greenhouses or similar structures are exempt from the requirements of this section. Z. Faqihc107.44 Note exposed sides on site plan. The Fire Authority establishes the exposed sides. Z. Faqihc108.45 Reference for all the above Special Fire Protection Area corrections is the County of Orange Ordinance No.03-003. Page 13 of 13 10/12/2005 5:04 PM = Indicates line item not Cleared.