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} <br />f <br />a <br />N <br />O <br />0 <br />R <br />11'-2" <br />Building 1 <br />Slab Plan <br />J <br />0 4' <br />N <br />• GW13 on Ix wood furring running W <br />degrees to roof trusses at 16" o% <br />Sidewall return air grille into plenum <br />space <br />Slope ground away <br />CsWB on Ix wood furring at I6" o/c - <br />from buildings Acoustic ceiling where shown on <br />ceiling plans <br />Stair, rail at each side up to <br />records room <br />Building Section <br />0 <br />R/A plenum <br />above ATC a' <br />9'-2" 1 1'-4" <br />see plan For Records room <br />locations of load <br />bearing walls _ 3" Fiberglass <br />insulation at all sides <br />and Floor of records <br />Iroom <br />i <br />zc!.«<r:«o-««>.<:«..« <br />J <br />%4" plywood on <br />pre-engineered <br />r J <br />� wood truss Framing <br />designed to carry <br />records in record <br />room above <br />iO GW5 arch at hallway <br />T <br />under stair <br />verify dimensions <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 />1" risers and 11" <br />treads <br />9'-2" <br />11'-2" <br />I <br />I <br />J <br />Spray applied I <br />icynene insulavc <br />top chord of tr <br />over soffit and <br />roar gable <br />Pre engineered <br />roar truss syste <br />Aluminum Soffit <br />Concrete tie be <br />Pre engineered <br />concrete lintel <br />Window and sill <br />E IFS on CMU wa I <br />Fill non grouted <br />blocks with then <br />insulation - see <br />section <br />Building 1 <br />Roof Plan <br />' 0 4 <br />1/4i1_01f <br />N <br />Building Section <br />BB o 4' <br />I/4 =1 e® <br />Pre engineered concrete lintel at each masonry opening <br />3 2x12 header secured to concrete round block column and <br />CMU exterior wall with Simpson Strong Tie joist hanger at each <br />connection <br />Notes: <br />1. General contractor shall be responsible for an independent materials test on all of <br />the concrete - forward a certified copy from the materials testing agency prior to <br />applying for payment on concrete work <br />2. General contractor shall be responsible for completing all recommendations of the <br />soils report from Ground Down engineering <br />al <br />M <br />� l <br />M$. Key Plan <br />with EIFS <br />[ling within <br />Id CMU <br />column <br />pe slightly <br />:olumn for <br />1 I <br />I <br />Daughtery Road <br />WILLINGHA \ <br />ARCH ITECTUR <br />Design, Consulting and <br />Project Management for <br />HealthCare Professionals <br />`O <br />-� <br />— <br />sLL <br />ID— <br />♦— <br />L <br />o <br />� <br />s <br />` <br />a. <br />'0N <br />cr <br />Z <br />Q <br />i <br />�_ <br />O <br />M <br />�cn <br />C <br />142 <br />Z:I— <br />V'7 <br />Z:) <br />O <br />0 <br />O <br />F- <br />E2 <br />O <br />O <br />O <br />0 <br />O <br />i <br />En <br />' <br />X <br />• <br />0 <br />CD <br />Q� <br />d <br />U <br />o <br />S <br />0 <br />�..�� <br />♦� <br />C <br />O <br />0_ <br />o <br />Ln <br />�s` <br />o <br />O <br />^ <br />N <br />D_ <br />- <br />W <br />N <br />Issued for: <br />Permitting and for bids due by <br />4 p.m. October 6, 2005 <br />Date Oriainallv Issued: <br />September 9, 2005 <br />Revisions Issued: <br />e <br />Troy K. Willingham <br />MBA, MArch, AR13975 <br />Registered Professional 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 5 of 33 <br />sheets in a complete set. Sheets must be <br />issued as a complete set. <br />Slab Plan + Roof <br />Framing Plan @ <br />Building <br />A3 <br />