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HomeMy WebLinkAboutConditions of PermitCONDITIONS OF PERMIT BLCO-01-25-9055 MOUNTAIN CLOSETS TENANT FINISH 62 COUNTY ROAD 113 UNIT 4 CARBON DALE, CO 81623 1) THE APPROVED PLANS ARE TO BE ON -SITE FOR INSPECTIONS. 2) SANITARY FACILITIES ARE REQUIRED TO BE PROVIDED FOR WORKERS. 3) A LIST OF REQUIRED INSPECTIONS WILL BE ATTACHED TO THE PLANS. THE STATE IS TO PERMIT AND APPROVE THE ELECTRICAL WORK. HTTPS://WWW.COLORADO.GOV/PACIFIC/DORA/DPO ELECTRICAL PLUMBING PE RMITS 4) UNDERGROUND UTILITY LOCATES IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. 811 IS THE COLORADO UTILITY LOCATE HOT LINE. 5) ELECTRICAL CODE COMPLIANCE WILL BE DETERMINED BASED ON FIELD INSPECTIONS PERFORMED BY THE STATE ELECTRICAL INSPECTOR, (303) 869-3458. PLEASE HAVE THE INSPECTOR SIGN THE BUILDING CARD OR PROVIDE WRITTEN DOCUMENTATION OF THE INSPECTIONS. 6) THE FIRE SPRINKLER AND ALARM ARE REQUIRED TO BE INSPECTED AND APPROVED BY THE LOCAL FIRE PROTECTION DISTRICT. PLEASE PROVIDE SHOP DRAWINGS TO THE FIRE DISTRICT FOR REVIEW AND SCHEDULE THE INSPECTIONS ACCORDINGLY. PLEASE HAVE THE FIRE MARSHAL SIGN THE. INSPECTION CARD WHEN THE ROUGH INSPECTION IS APPROVED AND WHEN THE FINAL INSPECTION IS APPROVED. 7) COMBUSTIBLE MATERIAL IS LIMITED IN TYPE I AND TYPE II CONSTRUCTION. SEE IBC 603 FOR ALLOWED COMBUSTIBLE MATERIALS. 8) ALL EXTERIOR LIGHTING IS TO BE DOWNCAST AND SHIELDED. 9) A KNOX BOX IS REQUIRED TO BE MOUNTED ADJACENT TO THE FRONT DOOR. THIS SHOULD BE IN PLACE FROM THE CORE AND SHELL. PLEASE CONTACT THE LOCAL FIRE DISTRICT TO HAVE A KEY PUT IN THE BOX, IF IT'S NOT ALREADY THERE. 10) ALL ACCESSIBLE DOOR HARDWARE SHALL HAVE A SHAPE THAT IS EASY TO GRIP, INCLUDING POCKET AND SLIDING DOORS. (ANSI Al 17.1 - 404.2.6) 1 1)ALL STORAGE IS TO BE LESS THAN 12' IN HEIGHT OR HIGH PILE STORAGE CRITERIA IS REQUIRED, PLEASE CONSULT WITH THE FIRE MARSHAL IF APPLICABLE. TYPES OF CONSTRUCTION inches (152 mm) nominal in depth for the upper half. Framed or glued -laminated arches for roof construction that spring from the top of walls or wall abutments, framed timber trusses and other roof framing, which do not sup- port floor loads, shall have members not less than 4 inches (102 mm) nominal in width and not less than 6 inches (152 mm) nominal in depth. Spaced members shall be permit- ted to be composed of two or more pieces not less than 3 inches (76 mm) nominal in thickness where blocked sol- idly throughout their intervening spaces or where spaces are tightly closed by a continuous wood cover plate of not less than 2 inches (51 mm) nominal in thickness secured to the underside of the members. Splice plates shall be not less than 3 inches (76 mm) nominal in thickness. Where protected by approved automatic sprinklers under the roof deck, framing members shall be not less than 3 inches (76 mm) nominal in width. 602.4.6 Floors. Floors shall be without concealed spaces. Wood floors shall be constructed in accordance with Sec- tion 602.4.6.1 or 602.4.6.2. 602.4.6.1 Sawn or glued -laminated plank floors. Sawn or glued -laminated plank floors shall be one of the following: L Sawn or glued -laminated planks, splined or tongue -and -groove, of not less than 3 inches (76 mm) nominal in thickness covered with 1-inch (25 mm) nominal dimension tongue -and -groove flooring, laid crosswise or diagonally, 15/JZ inch (12 mm) wood structural panel or'/2 inch (12.7 mm) particleboard. 2. Planks not less than 4 inches (102 mm) nominal in width set on edge close together and well spiked and covered with 1-inch (25 mm) nominal dimension flooring or 15/32 inch (12 mm) wood structural panel or '/z inch (12.7 mm) particle- board. The lumber shall be laid so that no continuous line of joints will occur except at points of support. Floors shall not extend closer than'/z inch (12.7 mm) to walls. Such '/z inch (12.7 mm) space shall be covered by a molding fastened to the wall and so arranged that it will not obstruct the swelling or shrinkage movements of the floor. Corbelling of masonry walls under the floor shall be permitted to be used in place of molding. 602.4.6.2 Cross -laminated timber floors. Cross -lami- nated timber shall be not less than 4 inches (102 mm) in thickness. Cross -laminated timber shall be continuous from support to support and mechanically fastened to one another. Cross -laminated timber shall be permitted to be connected to walls without a shrinkage gap pro- viding swelling or shrinking is considered in the design. Corbelling of masonry walls under the floor shall be permitted to be used. 602.4.7 Roofs. Roofs shall be without concealed spaces and wood roof decks shall be sawn or glued laminated, splined or tongue -and -groove plank, not less than 2 inches (51 mm) nominal in thickness; 1'/e inch -thick (32 mm) wood structural panel (exterior glue); planks not less than 3 inches (76 mm) nominal in width, set on edge close together and laid as required for floors; or of cross -lami- nated timber. Other types of decking shall be permitted to be used if providing equivalent fire resistance and struc- tural properties. Cross -laminated timber roofs shall be not less than 3 inches (76 mm) nominal in thickness and shall be continu- ous from support to support and mechanically fastened to one another. 602.4.8 Partitions and walls. Partitions and walls shall comply with Section 602.4.8.1 or 602.4.8.2. 602.4.8.1 Interior walls and partitions. Interior walls and partitions shall be of solid wood construction formed by not less than two layers of I -inch (25 mm) matched boards or laminated construction 4 inches (102 min) thick, or of 1-hour fire -resistance -rated con- struction. 602.4.8.2 Exterior walls. Exterior walls shall be of one of the following: 1. Noncombustible materials. 2. Not less than 6 inches (152 mm) in thickness and constructed of one of the following: 2.1. Fire -retardant -treated wood in accor- dance with Section 2303.2 and complying with Section 602.4.1. 2.2, Cross -laminated timber complying with Section 602.4.2. 602.4.9 Exterior structural members. Where a horizon- tal separation of 20 feet (6096 mm) or more is provided, wood columns and arches conforming to heavy timber sizes shall be permitted to be used externally. 602.5 Type V. Type V construction is that type of construc- tion in which the structural elements, exterior walls and inte- rior walls are of any materials permitted by this code. SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND 11 CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or II construction in the fol- lowing applications and in accordance with Sections 603.1.1 through 603.1.3: 1. Fire -retardant -treated wood shall be permitted in: I.I. Nonbearing partitions where the required fire - resistance rating is 2 hours or less. 1.2. Nonbearing exterior wails where fire -resis- tance -rated construction is not required. 1.3. Roof construction, including girders, trusses, framing and decking. Exception: In buildings of Type IA con- struction exceeding two stories above grade plane,,fire-retardant-treated wood is not permitted in roof construction where 2015 INTERNATIONAL BUILDING CODE® 115 t j 1 t 1 1 r 1 I 1 , Copyright to, or licensed by. ICC (ALL R1GpTS RESERVED); accessed by John Plano on Jan 6, 2015 5:29:58 PM pursuant to License Agreement.