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9'-2" T-4" <br />Building 3 <br />Slab Plan <br />N <br />see plan for Records room <br />locations of load <br />Y. <br />bearing walls 3" Fiberglass <br />insulation at all sides <br />and Floor of records <br />room <br />} <br />0.<-<ttif•:.£1< tict<Lir it t K :1 <%:'tdt<L'<A<xictk<e cit.L.>l.<ktitt,tittiiit"<t«i%'<ticisix..<fi(<tt< t <..< t.. t <br />• Cslll13 on Ix wood Furring running 90 <br />=`' � <br />degrees to roof trusses at 16" o/c <br />............�� <br />...... <br />J %4' plywood on <br />pre-engineered <br />i2/A plenum _, <br />J wood truss Framing <br />Sidewall return air grille into plenum <br />above ATC °' <br />r J designed to carry <br />space <br />i= <br />records in record <br />GW5 on Ix wood furring at 16" o/c <br />- room above <br />IQ <br />Slope ground away <br />from buildings <br />g Acoustic ceiling where shown on <br />N <br />`A GIJU5 arch at hallway <br />ceiling plans <br />under stair <br />Stair, rail at each side up to <br />verify dimens[ons <br />records room <br />Continuous handrail <br />at each side of stair <br />secured to wall at <br />36" above nose <br />%4' plywood on three <br />2xl2 stringers cut for <br />Building <br />Section <br />treads and II" <br />0 41 <br />mmiiil <br />1/411=1I_oil <br />9'-2" <br />7-2" <br />Spray applied I <br />icynene insulatic <br />top chord of tr <br />over soffit and <br />roof gable <br />Pre engineered <br />roof truss syste <br />Aluminum Soffit <br />Concrete tie be <br />Pre engineered <br />concrete lintel <br />Window and sill <br />EIFS on CMU wa <br />Fill non grouted <br />blocks with ther <br />insulation - see <br />section <br />Building 3 <br />Roof Plan <br />N <br />BBBuilding Section <br />0 4' it it <br />1/4 =1-0 <br />Pre engineered concrete lintel at each masonry opening <br />3 2xl2 header secured to concrete round block column and <br />CMU exterior wall with Simpson Strong Tie joist hanger at each <br />connection <br />Key Plan <br />with EiFS <br />[ling within <br />id CMU <br />column <br />pe slightly <br />:olumn For <br />WILLINGHA <br />ARC H ITECTU Rk <br />W . -AW1 <br />Design, Consulting and <br />Project Management for <br />HealthCare Professionals <br />CDLU LO <br />CV <br />C <br />J <br />Vl <br />o <br />a <br />s <br />U <br />Q- <br />�O <br />� <br />N <br />V <br />O <br />Cn <br />c <br />�. <br />Ln <br />o <br />a <br />cn <br />o <br />—� <br />o <br />a� <br />� <br />o <br />C <br />N <br />C <br />o <br />0 <br />C <br />V <br />'d <br />0 <br />Q <br />Oco <br />^� <br />L� <br />0 <br />-C <br />V <br />o <br />� <br />Cl <br />0 <br />•N <br />o <br />.N <br />a, <br />- <br />Q <br />\ <br />M <br />G_ <br />Q <br />- <br />S <br />� <br />� <br />N <br />Issued for: <br />Permitting and for bids due by <br />4 p.m. October 6, 2005 <br />Dote Oriainallv Issued: <br />September 9, 2005 <br />Revisions Issued: <br />Troy K. Willingham <br />MBA, MArch, AR13975 <br />Registered Professionol Architect <br />1698 Manor Way, St. Petersburg, FL 33712 <br />727.867.2011 (c) copyright 2005 <br />not valid unless signed and sealed <br />by a Florida registered professional <br />Sheet I of 33 <br />sheets in a complete set. Sheets must be <br />issued as a complete set. <br />Slab Plan + Roof <br />Framing Plan a@ <br />3 <br />Building•3 <br />Daughtery RoadA.3,,3 <br />