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Arch/structural specs for addition
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2180 Abingdon Way - 03-117-23-24-0012
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Arch/structural specs for addition
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Last modified
8/22/2023 4:36:04 PM
Creation date
7/26/2018 3:33:21 PM
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x Address Old
House Number
2180
Street Name
Abingdon
Street Type
Way
Address
2180 Abingdon Way
Document Type
Misc
PIN
0311723240012
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AND FINISH SYSTEM SELECTED. NUMERICAL VALUES FOR GLOSS RATINGS ARE THOSE <br /> PUBLISHED IN AWI STANDARD. REFER TO AWI QUALITY STANDARD FOR SHEENS <br /> AVAII,ABLE FOR EACI�FINISH SYSTEIVI. ARCHITECT AND OW1�1EI��ILI.L"`$DDSE FI�OM <br /> SAMPLES <br /> 16. Sheen: Dull sa.tin 15-20 deg. <br /> 17. Sheen: Medium-gloss rubbed effect 35-45 deg. <br /> 18. Sheen: Semigloss bright rubbed effect 55-60 deg. <br /> 19. Sheen: Full gloss 85-100 deg. <br /> PART 3-EXECUTION <br /> 3.1 PREPARATION <br /> A. Condition woodwork to average prevailing humidity conditions in installation areas before installing. <br /> B. Deliver concrete inserts and similar a�choring devices to be builY into substra�es�vell inadvance-of <br /> time substrates are to be built. <br /> C. Before installing architectural woodwork,examine shop-fabricated work for completion and <br /> complete work as required, including back priming and removal of packing. <br /> 3.2 INSTALLATION <br /> A. Quality Standard: Install woodwork to comply with AWI Section 1700 for same grade spec�ed in <br /> Part 2 of this section for type of woodwork involved. <br /> B. Quality Standard: Install woodwork to comply with WIC Section 26 for same_grade specified in Part <br /> 2 of this section for type of woodwork involved. <br /> C. Install woodwork plumb,level,true,and straight with no distortions. Shim as required with <br /> concealed shims. �nsta,ll to a tolerance of 1/8 inch in 8'-0"for plumb and level(including tops)and with no <br /> variations in flushness of adjoining surfaces. <br /> D. Scribe and cut woodwork to frt adjoining work and refinish cut surfaces or repair damaged finish at cuts. <br /> E. '1. Standing and Running Trim and Rails: Install with minimum number of joints pass�ble,using <br /> full-length pieces(from maximum length of lumber available)to the greatest extent.possible. <br /> Stagger joints in adjacent and related members. Cope at retums and miter at corners. <br /> 2. Handrails must be one piece until they change direction. No splices are permitted. (See <br /> drawings) <br /> 3. Stringers must be one piece until they change direction. No splices are permitted. (See <br /> drawings.) <br /> F. Cabinets: Install without distortion so that doors and drawers fit openings properly and are accurately <br /> aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. <br /> Complete the installation of hardware and accessory items as indicated. Maintain veneer sequence matching <br /> (if any)of cabinets with transparent finish. <br /> G. Tops: Anchor securely to base units and other support systems as indicated. <br /> H. Paneling: Anchor paneling to supporting substrate with concealed panel-hanger cli,ps anci by blind <br /> nailing on backup strips,splined-connection strips,and similar associated trim and framing.Do not face nail <br /> Page 9 of 10 <br />
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