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, <br /> F. Use common wire nails, unless otherwise indicated. Use fmishing rtaifs for finish work. ' <br /> Select fasteners of size that will not penetrate members where opposite side will be exposed <br /> to view or wilI receive finish materials. Make tight connections between members. Install <br /> fasteners without splitting of wood;predrill as required. , <br /> 3.2 WOOD GROUNDS,NAII..ERS,BLOCKING,AND SLEEPERS <br /> A. Instail wood grounds,nailers, blocking, and sleepers where shown and where required for , <br /> screeding or attachment of other work. Foma to shapes as shown and cut as required for true <br /> line and level of work to be attached. Coordinate location with other work involved. <br /> B. Attach to substrates as required to support applied loading. Countersink hoIts and nuts flush � <br /> with surfaces,unless otherwise indicated. Build into masonry during installation of masonry <br /> worlc. Where possible,anchor to formwork before concrete placemen� <br /> C, install permanent grounds of dressed,preservative treated,key-beveled lumber not less than ' <br /> 1-1/2 inches wide and of thickness required to bring face of ground to exact thicla�ess of <br /> finish material involved. Remove temporary grounds when no longer required. ' <br /> 33 WOOD FURRING <br /> A. Install plumb and level with closure sirips at edges and openings. Shim with wood as ' <br /> required for tolerance of finished work. <br /> 3.4 WOOD FRAMING,GENERAL <br /> A. Framing Standard: Comply with N.F.P.A. "Manuai for Wood Frame Construction,"unless , <br /> otherwise indicated. <br /> B. Framing with Engineered Wood Products: Install framing composed of engineered wood ` <br /> produets to comply with manufacturer's directions. <br /> C. Install fi�ming members of size and spacing indicated. ' <br /> D. Anchor and nail as shown,and to comply with the following; <br /> 1. National Evaluation Report No. NER 272 for pneutnatic or mechanical driven � <br /> staples,P-Nails, and allied fasteners. <br /> 2. Published requirements of manufacturer of ine#al framing anchors. <br /> E. Do not splice structural members between supports. � <br /> F. Firestop conceaIed spaces of wood fra.med walls and partitions atfloor level and at the ceiling , <br /> line. Where firestops are not aumm$ticaily provided by the framirig system used,use closely <br /> fitted wood blocks of nominal 2-inch�hick lumber of the same width as framing members. <br /> 3.5 STUD FRAMIl�iG � <br /> A. General; Azrange studs so that wide face of stud is perpendicular to d�rection of wall or <br /> paitition and narrow face is parallel. L►stall single bottom pIate and double top plates using , <br /> 2-inch-thick members whose widths ec}ual that of studs;except single top plate may be used <br /> for non-load-bearing partitions. Nail or anchor plates to supporting cot�struction. <br /> 1. For extetior walls insta112-inch by 6-inch and 2 inch by 12"wood studs spaced 16 � <br /> inches o.c. <br /> B. Consiruct corners and intersections with not less than 3 studs(see Architectforcornerdetai�). , <br /> Install miscellaneous blocking and framing as shown and as required for support of faciag <br /> materiaLs,fixtures,specialty items,and trira. <br /> ROUGH CARPENTRY Page 6 of 7 � <br />