Laserfiche WebLink
a <br />0 <br />N <br />a <br />B <br />r---------------------------------------------------------------------------------, <br />� 1 � s � I � � � ® ■ i ' ' �r It I ' � : � �� �� ' 1 i � � �} , i I ■r � ( <br />r <br />I_.r--------------------------------------- — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — <br />V-2" <br />Clay the roof on 2 layers 200 <br />asphalt impregnated Felt on %11 <br />B u i (din 4 CDX plywood secured to pre <br />g engineered wood trusses .i <br />Slab Plan lcynene R50 insulation at top <br />a,M m 4' chord of truss and above soffit <br />1/4 II =,' _ II to make a continuous therma I <br />N barrier <br />Draft stop at top of Framing <br />+\ c <br />GW5 secured to lx4 wood at IV' <br />o1c on 2x pre-engineered wood <br />trusses - smooth finish - paint White aluminum fascia <br />with very heavy nap roller <br />' ..� White aluminum soffit <br />1 *5 continuous in concrete tie >=-:. -=-- ' <br />beam %r.,= 2" EIFS at top of <br />exterior wall <br />Pre-engineered concrete lintel -' <br />with 12" minimum bearing at all f Simpson strong tie <br />masonry openings I tie downs - submit <br />pre-engineered <br />Seal all sides of windows and roof truss shop <br />doors drawings with uplift <br />for review and <br />White Kawneer aluminum sill at all strong tie sizing <br />windows <br />1" EIFS secured to <br />White cultured marble sill at all CMU wall above <br />windows 40" <br />V" DensArmor Plus paperless Cr, Kawneer window and <br />mold resistant interior wallboard 1" insulated tinted <br />at all exterior walls glazing <br />1-y"" metal framing at 24" o/c 1 15 reinforcing rod <br />typical in grout filled cell <br />continuous from tie <br />2x4 metal Framing at exterior beam to Footer at <br />walls with lavatory 48" o/c - one at <br />r . =_ ;: each side of <br />2x6 meta( framing at 16" o/c at ' masonry opening <br />exterior walls with toilet -= ' -- and and at 2 last <br />plumbing ' ;. cells in corner each <br />corner -see plan <br />1" rigid insulation secured to = for locations <br />CMU wall <br />3" E1#S with yP x) " <br />Fill all. cells of CMU with } M Y grooves (detail <br />Core -Fill 500 (TM) as ` - ' 1.03) From 40" down <br />manufactured by Tailored _-..' ,.X -...- :;- <br />Chemical Products (800) Starter track With <br />621-1681 R19+ overall � = J weeps <br />',; <br />Slope ground away from building == Sections at curved <br />head window and <br />4" reinforced concrete Floor -- doors are similar <br />Slab <br />f: r ` <br />2 'S steel reinforcing rods *: `.' <br />continuous with no less than 3 <br />coverage <br />Compacted soil - see <br />geotedmica I report V., <br />No floor slab, furring or <br />GWB at this building (#4) <br />Exterior Wall Section <br />1 0 II 1 II <br />3/4 m I -0 <br />Building 4 <br />Roof Plan <br />..... 0 ' 4 <br />` may 1/4 If _/III <br />3 <br />N <br />%" plywood Floor <br />at buildings 1� <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 PT 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 1 ONLY) <br />Section at load bearing interior partition B. <br />0 i <br />3/4II =1 -0II <br />al <br />01 <br />KeyPlan <br />WILLINGHA <br />ARCHITECTU <br />TA `� W— <br />Design, Consulting an'+", <br />Project Management for. <br />Healthcare Professionals <br />LO <br />LU <br />Cy <br />C <br />t <br />L <br />J <br />LL <br />C <br />Q> <br />� <br />} <br />— <br />O <br />a <br />CCN <br />Z <br />N <br />Q <br />L <br />O <br />- - <br />r <br />0 <br />0 <br />0 <br />O <br />N <br />0 <br />0 <br />0 <br />N <br />�M <br />o� <br />4V) <br />C) <br />r <br />-� <br />0 I <br />C <br />��I�t <br />Q <br />N <br />V <br />y— <br />t <br />ED <br />U <br />O <br />O <br />o <br />♦♦ //�� <br />0 <br />72 <br />0 <br />r <br />CrJ <br />0 <br />\ <br />N <br />d <br />C_ <br />S <br />W <br />tV <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 2905 <br />not valid unless signed and sea'ded <br />by a Florida registered professional <br />Sheet a 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 />4 I <br />BuildIn - 4 <br />Daughtery Road ' <br />i <br />r <br />