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Building 100 Jefferson County Parkway Golden, CO 80419 303-271-8260 |
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2000 International Building Code Supplement Page 2 NOTE: Because of the length of this document, it has been broken out into two Web pages. Table of Contents: General Table 1608.1.1 S = Snow Load (psf) E = Elevation Above Sea Level S = 1.882 x (.001E - 2.5)2
1609.1.2.1 Basic wind speed. The Special Wind Region, as indicated in Figure 1609 of the 2000 Edition of the International Building Code, shall apply. Basic wind speed for determining wind pressure shall be 100 miles per hour Exposure C. Section 1612.1 Add the following sentence to the end of the paragraph: Planning and Zoning Department approval required pursuant to other county regulations.Add the following Section: 1802.3.3 Designated Dipping Bedrock area. Piers: Minimum pier length of 25 feet when bedrock is shallower than 19 feet below surface grade. For piers designed for support in bedrock, minimum 6-foot penetration into bedrock is required.Minimum pier diameter of 10 inchesMinimum 1.5% steel area (Grade 60)= 1.18 square inches on 10 inch diameter pier= (2) #7 Grade 60 bars in 10 inch diameter pierPier steel should extend into top row of wall steel.
Foundation Walls: Designed for minimum 50 p.c.f. equivalent fluid pressure when house penetrates bedrock or when soils adjacent to basement swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge. Higher minimum equivalent fluid pressures should be used if geotechnical report indicates.Structural basement floor required if bedrock is encountered within 6 feet of basement floor or when soils within 6 feet swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge. Adjustable teleposts must be used at intermediate structural floor support.No wall shall be greater than 25 feet in length without counterfort or buttress.Minimum 6 inch foundation voids should be used when bedrock is encountered within 6 feet of basement or when soils within 6 feet of basement swell greater than 4% at 1000 pound surcharge or 5% at 500 pound surcharge.
Drainage and Grading: A foundation drain and sump pit shall be installed in all homes. If the sump pit is the sole discharge system used, an operational pump must be installed with adequate surface discharge or discharge into positive sloped pipe to an underdrain. If the sump pit is used as a backup to an underdrain connection, a pump is not required. Foundation drains shall have a minimum 1% fall with the low point at the discharge connection. 2111.1 Masonry and concrete fireplaces and barbecues -- General. Add the following paragraph:
Every new fireplace shall have permanently installed either: (1) Approved gas logs; (2) other approved gas or alcohol specific appliances; (3) an approved fireplace insert meeting the most stringent emission standards for wood stoves established under State statute and/or regulations promulgated by the State Air Quality Control Commission, (AQCC,) as of the time of installation of the fireplace; or (4) a solid fuel-burning device which is exempt from and not eligible for certification under U.S. Environmental Protection Agency (U.S. EPA) regulations for wood stoves but which has been tested to demonstrate its emission performance is in accordance with criteria and procedures not less stringent than those required by the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990, subject to the following:(a) All test criteria and procedures shall be submitted by the applicant for review and approval by the Jefferson County Health Department prior to approval testing; (b) emission performance approval of the solid fuel burning device shall be based upon test results that demonstrate to the Jefferson County Health Department's satisfaction that the solid fuel-burning device meets the emission performance requirements of the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990. (Effective January 1, 1991 - CC90-617.) The following Appendix Chapters are hereby adopted and enforced by the Jefferson County Department of Building Safety, Appendix Chapter L, "Instructions for Completing the Foundation Compliance Form" and Appendix Chapter M -- "Unsafe Buildings and Structures." 2111.16.1.1 Factory-built chimneys and fireplaces. Add the following paragraph:
Every new solid-fuel burning factory-built fireplace shall have permanently installed either: (1) Approved gas logs; (2) other approved gas or alcohol-specific appliances; (3) an approved fireplace insert meeting the most stringent emission standards for wood stoves established under State statute and/or regulations promulgated by the State Air Quality Control Commission, (AQCC,) as of the time of installation of the fireplace; or (4) a solid fuel-burning device which is exempt from and not eligible for certification under U.S. Environmental Protection Agency, (U.S. EPA,) regulations for wood stoves but which has been tested to demonstrate its emission performance is in accordance with criteria and procedures not less stringent than those required by the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990, subject to the following: (a) All test criteria and procedures shall be submitted by the applicant for review and approval by the Jefferson County Health Department prior to approval testing; and (b) emission performance approval of the solid fuel-burning device shall be based upon test results that demonstrate to the Jefferson County Health Department's satisfaction that the solid fuel-burning device meets the emission performance requirements of the U.S. EPA and/or AQCC for wood stoves manufactured after July 1, 1990. (Effective January 1, 1991 - CC90-617.) The following Appendix Chapter is to be added.
Instructions For Completing The Foundation Compliance Form
1. Section A or B must be filled out completely and stamped by a Professional Engineer or Licensed Architect. (In the case of drilled piers, a Professional Engineer's stamp is required.) Please refer to the form to determine whether Section A or B is applicable. 2. The form cannot be duplicated or altered. 3. If a drilled pier foundation is used, drilling logs be attached. 4. The completed form shall be submitted to requesting a final building inspection. 5. Failure to follow these outlined procedures will result in REJECTION of the Foundation Compliance Form and a delay in issuance of the Certificate of Occupancy.
This Section deals with the general onsite conditions found on the particular property to be inspected. These conditions include, but are not limited to:
Site Vegetation Tree Roots Lot Cut Lot Fill
Site Vegetation: Foundation excavations shall be inspected for the presence of organic matter and vegetation. Such vegetation includes native grasses, weeds, shrubs and other vegetation.
Tree Roots: the areas of the foundation where concrete will be placed shall be inspected for the presence of roots of trees and shrubs.
Lot Cut And Fill: Cut and fills which may affect the performance of the structure shall be verified to be of a stable configuration and meet the bearing capacity specified in the geotechnical report and foundation design.
Drainage: Any site drainage conditions that would require special site preparation or foundation design shall be noted and reported to the design engineer prior to installation of the foundation.
Other: The existence of other site conditions specified in the plans must be verified.
Tolerances: Any reference to a "tolerance" means the tolerance which is specified in the accepted plans.
Piers/Pier Holes: Piers (caissons) shall be inspected within the following parameters. Number Alignment Size Spacing Depth Concrete Material Penetration Cap Finish Groundwater Reinforcing Refuse Material Casings Number: Total number of piers (caissons) shall be identical to pier number specified in design and specifications. Drilling logs shall be provided by the drilling contractor specifying the total number drilled and depth of each.
Inspections shall be made on a minimum of 50% of pier holes. The inspections shall include piers drilled on both levels of excavations, as well as at opposite ends of the excavation (two corners; diagonal.)
A sketch showing the location of pier holes shall be attached.
Size: Minimum diameter tolerance on piers. Any variation in pier diameter shall be approved by the design engineer and noted on the accepted foundation plans and specifications. Diameter to be measured with steel tape.
Depth: Depth shall be per design and specifications and must be measured with steel tape.
Material Penetration: Piers shall be drilled into bedrock or refusal per design and specifications. Inspection to be made with light and mirror test and onsite evaluation of material brought out of pier hole.
Groundwater: Pier holes should be dry at time of inspection. If conditions observed indicate more than 4" of groundwater in any pier hole, the inspector will remain to inspect all caissons and concrete placement. Inspections will be made with light, mirror and steel tape measure.
Refuse Material: Pier holes should be clean at hole bottom and shall be inspected with light mirror and steel tape.
Alignment: Piers are to be straight, plumb, and true and shall be inspected with plumb bob in center of pier hole, steel tape, and light mirror. Proper alignment shall be verified at various depths of hole.
Spacing: Piers shall be located and spaced properly around foundation perimeter and interior as per accepted foundation design and specifications.
Concrete: Concrete shall be placed and tested per the strength specifications and placement procedures contained in the accepted plans. Concrete shall be properly cured per the specified plans and standard engineering practice.
Cap Finish: The pier cap shall be clean and the same diameter as the piers per accepted foundation design and specification. Reinforcing: Reinforcing in pier shall be per accepted foundation and structural design and specifications.
Casing: If water is found in pier hole greater than 4" deep or if cave-in of pier hole sides occurs, design engineer shall specify remedy and should note the remedy on the accepted foundation plans and specifications.
Pier And Beam Caissons
Piers shall be inspected as outlined. Beams shall conform to the following:
Pier union to beam via steel shall be per plans and design specifications with no tolerance.
Grade beam shall be of proper dimension per design specifications, with no tolerance.
Grade beam shall be placed as specified in accepted design and specifications.
The top of drilled piers shall be clean and placed per accepted design specifications to create a uniform pier shaft.
Steel should be continuous with no gaps, except as specified in the accepted plans.
Steel size and grade shall be per accepted plans and design specifications.
The pier cap shall be clean and the same diameter as the piers per the accepted specifications.
Beam Voids Proper void size and material shall be per plans with no tolerance. Void material shall be properly placed per specifications in accepted construction plans. Void material shall be in good condition. Wet or collapsed void material shall be replaced prior to concrete placement or reestablished after forms are removed. Joints in void material shall be sealed. All concrete infiltration into void space shall be removed after forms are removed. Foundation Walls/Spread And Pad Footings/Slab-On-Grade
Height, depth, width, length and reinforcing shall be per accepted foundation structural design and specifications. Steel reinforcing: Reinforcement steel/mesh shall be as specified by accepted foundation and structural design as to size, type and grade. Steel shall be clean and free of loose rust. Any loose rust or scaling shall be removed before concrete placement. The steel/mesh shall be positioned in the center of the slab or as outlined in the accepted plans.
Foundation drains: Foundation drains to be located and placed as per accepted foundation design and specifications.
The drains shall be inspected to verify the fall specified in the plans. The daylight or discharge point shall also be inspected to verify positive flow. Do Not Alter This Form(Please Print Legibly)
Jefferson County Department of Building SafetyBuilding Permit No:________________________100 Jefferson County ParkwayGolden, Colorado 80419-3540 Date Of Issue:____________________________ Contractor's Name:______________________________________Construction Site Address:_________________________________ Type of Foundation: ____Drilled Piers____Spread Footings____Pad and ____Grade Beam____Narrow Spread Footings Other (Please Specify)Foundation Inspection Procedure All inspections must be performed according to the procedures outlined in this Appendix Chapter L, of the 2000 Jefferson County Building Code Supplement to the International Building Code and must be signed and stamped by a Colorado Registered Professional Engineer or Colorado Licensed Architect. (Drilled pier foundations must bear the seal of a Colorado Registered Professional Engineer.) This appendix to the code provides a procedural guideline and is as comprehensive as possible, but cannot account for every possible situation encountered in the field. The guidelines shall be deemed to be the minimum inspection required and do not relieve the engineer or architect from any responsibility to conduct such additional inspections as may be necessary to determine that the foundation conforms to the plans and specification accepted for construction for the above referenced project. The inspecting engineer/ architect is required to consult the design engineer/architect on any unusual condition which may arise on the site. A set of foundation drawings bearing the Jefferson County Stamp must be on the job site. Any modifications to accepted plans must be approved by the design engineer and revised plans showing those modification submitted to the Department of Building Safety. Verification Of Inspection Our representative has inspected the applicable portion of the foundation and subsurface drainage system (where applicable) in accordance with the guidelines set forth in this appendix chapter of the International Building Code. I do hereby verify that the portions inspected were in compliance with the plans and specifications on file with the Department of Building Safety. However, this verification is not a guarantee as to the overall performance of the foundation system.Drilling logs for drilled pier foundations MUST be attached to the Foundation Compliance Form.Fill out Section A if one engineer has completed and is responsible for all the required inspections.Fill out Section B only if more than one engineer has completed and is responsible for the required inspections. Section A
Section B
NOTE: A completed Foundation Compliance Form must be submitted and recorded with the Jefferson County Department of Building Safety PRIOR to requesting a final building inspection.
Appendix Chapter M 115.1 Unsafe buildings or structures. All buildings or structures regulated by this Code which are structurally unsafe or not provided with adequate egress, or which constitute a fire hazard, or are otherwise dangerous to human life are, for the purpose of this Section, unsafe. Any use of buildings or structures constituting a hazard to safety, health or public welfare by reason of inadequate maintenance, dilapidation, obsolescence, fire hazard, disaster, damage or abandonment is, for the purpose of this Section, an unsafe use. Parapet walls, cornices, spires towers, tanks, statuary and other appendages or structural members which are supported by, attached to, or a part of a building and which are in deteriorated condition or otherwise unable to sustain the design loads which are specified in this Code are hereby designated as unsafe building appendages. 115.2 Public nuisances. All such unsafe buildings are hereby declared to be public nuisances and shall be abated by repair, rehabilitation, demolition, or removal in accordance with the procedures specified in this Section. 115.2.1 Notice to owner. The building official shall examine or cause to be examined every building or structure or portion thereof reported as dangerous or damaged and, if such is found to be an unsafe building as defined in this Section, the building official shall give to the owner of such building or structure written notice stating the defects thereof. This notice may require the owner or person in charge of the building premises, within 48 hours, to commence either the required repairs or improvements or demolition and removal of the building or structure or portion thereof, and all such work shall be completed within 90 days from the date of notice unless otherwise stipulated by the building official. If necessary, such notice shall also require the building, structure or portion thereof to be vacated forthwith and not reoccupied until the required repairs and improvements are completed, inspected, and approved by the building official.If no address can be found for the owner of said property, the notice may be served by publishing a copy of the notice once in a newspaper of general circulation within Jefferson County, setting forth the address of the premises involved, if any, and the legal description of said premises and stating defects complained of and the time in which said defects shall be corrected. Said notice shall be considered served three (3) days after the publication date of said newspaper.Proper service of such notice shall be by personal service upon the owner of record, or such service may be made upon said owner by certified mail; provided that, if such notice is by certified mail, the designated period within which said owner or persons in charge is required to comply with the order of the Building Official shall begin as of the date he received such notice. 115.2.2 Posting of signs. The building official shall cause to be posted at each entrance of such building a notice to read: "DANGER, KEEP OUT." THIS STRUCTURE IS UNSAFE FOR OCCUPANCY. Such notice shall not be removed without permission of the building official and no person shall enter the building except for the purpose of making the required repairs or demolishing the building. 115.2.3 Right to demolish. In case the owner shall fail, neglect, or refuse to comply with the notice to repair, rehabilitate, or to demolish and remove said building or structure or portion thereof, the County Commissioners may order the owner of the building prosecuted as a violator of the provisions of the code and may order the building official to proceed with the work specified in such notice. A statement of the cost of such work will be transmitted to the County Commissioners who shall cause the same to be paid and levied as a special assessment against the property. 115.2.4 Costs. Costs incurred under subsection 115.2.3 shall be paid out of the County General Fund. Such costs shall be charged to the owner of the premises involved as a special assessment on the land on which the building or structure is located, and shall be collected in the manner provided for special assessments.
The Jefferson County Supplement
After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the 2000 Edition of the International fuel Gas Code and this Supplement, with the following deletions and additions, the following items which will be known as the Jefferson County Supplement to the International Fuel Gas Code.101 through 105 Administration. Delete Sections 101 through 105 and substitute Sections 101 through 104 of the Jefferson County Building Code. 106.5.2 Fee Schedule. Delete Section 106.5.2 and substitute as follows. 106.5.2 Fee Schedule. The following Fee Table is to be used to determine the permit fees for all Fuel Gas permits issued for work not in conjunction with an active building permit.
106.5.3 Fee Refunds Item Number 2. Insert 50% in the space in parenthesis, Item Number 3. Insert 100% in the space in parenthesis,107.3 Coordination of Inspections. Delete Section 107.3 in its entirety. 109 Means of appeal. Delete Section 109 and substitute Section 112 of the 2000 Edition of the Jefferson County Building Code. The Jefferson County Supplement
After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the 2000 Edition of the International Plumbing Code, with the following deletions and additions, the following items which will be known as the Jefferson County Supplement to the 2000 International Plumbing Code. The intent of this Code is to meet or exceed the requirements of the State of Colorado Plumbing Code. When technical requirements, specifications or standards in the Colorado Plumbing Code conflict, the more restrictive shall apply. 101 through 105 Administration. Delete Sections 101 through 105 and substitute Sections 101 through 104 of the 2000 Edition of the Jefferson County Building Code. 106.6.2 Permit fees. Section 106.5.2 of the 2000 International Plumbing Code is hereby deleted and the following is added: 106.6.2 Permit Fees. The following Fee Table is to be used to determine the permit fees for all plumbing permits issued for work not in conjunction with an active building permit.
107.2 Special inspections. Delete Sections 107.2, 107.2.1 and 107.2.2 in their entirety. 107.4 Coordination of inspections. Delete Section 107.4 in its entirety. 109 Means of appeal. Delete Section 109 in its entirety and substitute Section 112 of the Jefferson County Building Code. Table 308.5 Hangar spacing. Delete reference to PB pipe or tubing. 312.1 Required test. Delete last two sentences. 312.4 Drainage and vent final test. Delete Section 312.4 in its entirety. 312.9 Inspection and testing of backflow assemblies. Delete Section 312.9 in its entirety. 403 Minimum number of fixtures. Delete Section 403 and substitute as follows: 403 Minimum number of fixtures. The minimum number of plumbing fixtures will be as required in the Jefferson County Building Code, Chapter 29. 404 Accessible plumbing facilities. Delete Section 404 in its entirety. 604.9 Water hammer. Delete Section 604.9 in its entirety. Table 605.4 Water service pipe. Delete Table 605.4 in its entirety. Section 605.4 Water service pipe. Delete reference to Table 605.4 Table 605.5 Water distribution pipe. Delete reference to PB pipe. 605.19 Polybutylene pipe. Delete Sections 605.19, 605.19.1, 605.19.2 and 605.19.3 in their entirety. 610 Disinfection of potable water systems. Delete Section 610 in its entirety. Table 702.1 Above ground drainage and vent pipe. Delete reference to polyolefin pipe. Table 702.2 Underground drainage and vent pipe. Delete reference to polyolefin pipe. Table 706.3 Fittings for change in direction. Delete reference to quarter bends. 709.1 Values for fixtures. Delete reference to Table 710.1(2.) 711.1.1 Omission of vents for vertical offsets. Delete Section 711.1.1 in its entirety. 711.3 Horizontal stack offsets. Delete Item 3 in its entirety. 711.3.1 Omission of vents for horizontal stack offsets. Delete Section 711.3.1 in its entirety. 712.2 Full open valve required. Delete exception in its entirety. 712.3.1 Sump pump. Add sentence: In public use occupancies, dual pumps will be required and shall be arranged to function independently in case of mechanical failure. 714 Computerized drainage design. Delete Section 714 in its entirety. 802.4 Standpipes. Add sentence: Traps shall not be located below the floor. 901.6 Engineered systems. Delete Section 901.6 in its entirety. 904.1 Roof extension. Insert number: "6" inches. 904.6 Extension through wall. Delete Section 904.6 in its entirety. 905.2 Grade. Add sentence: Horizontal vent pipes may be run level. 905.4 Vertical rise of vent. Delete Section 905.4 in its entirety and substitute as follows. 905.4 Vertical rise of vent. Every dry vent shall rise vertically to a minimum of 6 inches above the flood level rim of the highest trap or trapped fixture being vented unless drainage fittings are used. Table 906.1 Horizontal distance of trap arms. Delete Table 906.1 and substitute as follows: Table 906.1 Horizontal Distance Of Trap Arms (Except for water closets and similar fixtures)*
(Slope one-fourth (1/4) inch per foot)
908.2 Connection at the same level. Delete Section 908.2 and substitute as follows: 908.2 Connection at the same level. Where the fixture drains being common vented at the same level, the vent connection shall be at the interconnection of the fixture drains. 909 Wet venting. Delete Section 909 in its entirety and substitute as follows: 909 Wet venting. 909.1 Horizontal wet venting. Single bathroom groups -- a single bathroom group of fixtures may be installed with the drain from an individually vented lavatory or lavatories serving as a wet vent for a bathtub, shower compartment, or floor drain and for a water closet provided the requirements listed below are met.
Table 909.3 Wet vent size. Delete Table 909.3 in its entirety. 910 Waste stack vent. Delete Section 910 in its entirety. Table 910.4 Waste stack vent size. Delete Table 910.4 in its entirety. 912 Combination drain and vent system. Delete Section 912 in its entirety. Table 912.3 Size of combination drain and vent pipe. Delete Table 912.3 in its entirety. 913.2 Vent connection. Add sentence: A foot vent with a cleanout shall be installed immediately above the junction of the island fixture vent and drain. 918 Engineered vent systems. Delete Section 918 in its entirety.The following Appendix Chapters to the International Plumbing Code, 2000 Edition, are hereby adopted and enforced by Jefferson County, Colorado. No other appendix chapters are adopted.Appendix Chapter B -- Rates of Rainfall for Various Cities.Appendix Chapter D -- Degree Day and Design Temperatures for Cities in the United States. Appendix Chapter F -- Structural Safety.
After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the 2000 Edition of the International Mechanical Code and this Supplement, with the following deletions and additions, the following items which will be known as the Jefferson County Supplement to the 2000 Edition of the International Mechanical Code. 101 through 105 Administration. Delete Sections 101 through 105 and substitute Sections 101 through 104 of the 2000 Edition of the Jefferson County Building Code.
109 Means of appeal. Delete Section 109 in its entirety and substitute Section 112 of the Jefferson County Building Code. 303.3.1 LPG appliance. Add the following Section. LPG appliances shall not be installed in a pit, basement or crawl space where unburned fuel may accumulate unless an approved sensing device is installed. 903.1 General. Add sentence: Every new installation of a solid fuel-burning, vented decorative appliance or room heater shall meet the most stringent emission standards for woodstoves established under State statute and/or regulations promulgated by the State Air Quality Control Commission as of the time of installation of the appliance or room heater. (Effective January 1, 1991 - CC90-617.)
After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the National Electric Code (NFPA-70), 1999 Edition, and the2000 Edition of the International Electric Code Administrative Provisions for the National Electric Code, 1999 Edition, with the following deletions or additions, the following items which will be known as the Jefferson County Supplement to the National Electric Code. The board also adopts any modifications to the National Electric Code (NFPA-70,) 1999 Edition, or the 2000 Edition of the International Electric Code Administrative Provisions for the National Electrical Code, 1999 Edition, which may from time to time be adopted by the State Electrical Board pursuant to Section 12-23-104 C.R.S. The following amendments to the Administrative Code Provisions for the National Electric Code, 1999 Edition, are hereby adopted. 101, Chapter One -- Title. Add sentence: This code shall apply to the unincorporated area of Jefferson County. 404.2 Permit fees. The following Fee Table is to be used to determine the permit fees for all electrical permits issued for work not in conjunction with an active building permit.
The following amendments to the National Electric Code (NFPA-70), 1999 Edition, are hereby adopted. Article 210-52(b)(1) Dwelling unit receptacle outlets. Delete (1) in its entirety and substitute as follows: (1) The two or more 20-ampere small appliance branch circuits required by Section 210-11-(c) (1) shall serve all receptacle outlets, including refrigeration equipment, in the kitchen, pantry, dining room, breakfast room or similar area of a dwelling unit. Such circuits, whether two or more are used, shall have no other outlets and shall be limited to a maximum of four (4) outlets per circuit. Article 336-4 Uses permitted. Delete in its entirety. Article 336-4 Uses permitted. Add the following. e used:
For the purpose of this Article, the first floor of a building shall be that floor which is designed for human habitation and which has 50 (fifty) percent or more of its perimeter level with or above finished grade of the exterior wall line.
Exceptions:
The 2000 Code Requirements After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the 2000 Code Requirements for Housing Accessibility and this Supplement as published by the International Code Council without additions or deletions. This code shall apply to the unincorporated areas of Jefferson County. E Requirements For The After due consideration, the Jefferson County Board of County Commissioners hereby adopts and promulgates the 2000 International Energy Conservation Code and this Supplement as published by the International Code Council without additions or deletions. This code shall apply to the unincorporated areas of Jefferson County. Last Modified: Mar 28, 2009 10:16 PM |
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