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�VILLINGH <br />ARCHITECT <br />----------------------------------------------------------------------------------------, <br />I■ I E® I■ '� I I� ■' I I ■ ■i ■ I I I■ I <br />— — — — <br />;= I I •, r 1 <br />I lu <br />L <br />i <br />7t <br />Ln <br />0 <br />G <br />i o. <br />1 14'-1" 1 9'-2" ( 1'-4" 1 9'-2" 1 19'-5" 1 <br />Building 2 <br />Slab Plan <br />f 1/`#Ilm�i-/hll <br />N !L/ <br />Clay tile roof on 2 layers 200 <br />asphalt impregnated Felt on Va" <br />CDX plywood secured to pre <br />engineered wood trusses <br />Icynene R50 insulation at top <br />chord of truss and above soffit <br />to make a continuous thermal <br />barrier <br />Draft stop at top of Framing <br />CLUB secured to lx4 wood at 16" <br />o/c on 2x pre-engineered wood <br />trusses - smooth finish - paint <br />with very heavy nap roller <br />105 continuous in concrete tie <br />beam <br />Pre-engineered concrete lintel <br />with 12" minimum bearing at all <br />masonry openings <br />Seal all sides of windows and <br />doors <br />White Kawneer aluminum sill at all <br />windows <br />White cultured marble sill at all - <br />windows <br />Y" DensArmor Plus paperless <br />mold resistant interior wallboard <br />at all exterior walls <br />metal Framing at 24" o/c - <br />typical <br />2x4 metal Framing at exterior <br />walls with lavatory <br />2x6 metal Framing at 16" o/c at <br />exterior walls with toilet <br />plumbing <br />1" rigid insulation secured to <br />CMU wall <br />Fill all cells of CMU with <br />Core -Fill 500 (TM) as <br />manufactured by Tailored <br />Chemical Products (800) <br />621-1681 RI9+ overa I I <br />Slope ground away from building <br />s <br />4" reinforced concrete Floor <br />slab <br />2 15 steel reinforcin rods <br />;, <br />continuous with no less than 3" <br />coverage <br />Compacted soil - see,' <br />F ` <br />�' fi `` ' <br />geoted pica l reportX. <br />'' f • , ..tl , <br />Exterior Wall Section <br />3/,{11=11-011 <br />0 <br />White aluminum Fascia <br />White aluminum soffit <br />211 EIFS at top of <br />exterior wall <br />Simpson strong tie <br />tie downs - submit <br />pre-engineered <br />roof truss shop <br />drawings with uplift <br />for review and <br />strong tie sizing <br />1" E IFS secured to <br />CMU wall above <br />40" <br />Kawneer window and <br />1" insulated tinted <br />glazing <br />1 'B reinforcing rod <br />in grout filled cell <br />continuous From tie <br />beam to Footer at <br />48" o/c - one at <br />each side of <br />masonry opening <br />and and at 2 last <br />cells in corner each <br />corner - see plan <br />for locations <br />3" EIFS with xY" <br />v grooves (detail <br />1.03) from 40" down <br />Starter track with <br />weeps <br />Sections at curved <br />head window and <br />doors are similar <br />Building 2 <br />Roof Plan <br />m 4' <br />1/4 1'-0'1 <br />N <br />Y4" plywood floor <br />at buildings 12 <br />and 3 <br />Pre engineered <br />wood trusses and <br />attic type trusses <br />2 2xl2 header <br />with plywood <br />spacer <br />2x4s at 12" o/c <br />Double FT 2x4 <br />sill secured to <br />concrete Footer <br />2 05's continuous <br />at Footers <br />4" concrete Floor <br />slab (slab is a <br />future slab at <br />building i ONLY) <br />Section at load bearing interior <br />DV 0 II 1 II <br />3/4 ®I =0 <br />rtition B <br />a, <br />CI, <br />.,. ,,�,_ � Key P I an <br />N <br />Design, Consulting and <br />Project Management for <br />HealthCare Professionals <br />O <br />LO <br />LU <br />CV <br />C <br />C_ <br />J <br />LA_. <br />Q <br />�:14 <br />} <br />to;, <br />0 <br />C^— <br />t <br />O <br />O <br />W <br />S <br />� <br />CN <br />� <br />Z <br />N <br />'_ <br />Q <br />o <br />Cn <br />o <br />cn <br />� <br />o <br />O <br />0 <br />0 <br />0 <br />y <br />v ♦ <br />� <br />Q <br />m <br />V <br />V <br />o <br />s <br />O <br />r <br />a <br />f� <br />C <br />O <br />O <br />. <br />_N <br />O <br />� <br />COn <br />O_ <br />_ <br />s <br />N <br />Issued for: <br />Permitting and for bids due by <br />4 p.m. October 6, 2005 <br />Date Originally Issued: <br />September 9, 2005 <br />Revisions Issued: <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 (0 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-2 <br />Daughtery Road <br />A? <br />