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<br /> <br />"9 <br />t! <br /> <br />. <br /> <br />"9 <br />-N <br />'" <br /> <br />o <br />. <br />Q <br /> <br />l'we" <br /> <br />. <br /> <br /> <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />32'-h" <br /> <br />68'-ell <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />,- <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />~411 <br /> <br />concrete reinforced elao/ <br />with vapor barrie~ <br /> <br />121 X 24" concrete erade beam <br />reinforced with 1/2 re-bar <br />tied to pilinee <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />I <br />. <br />, , <br />, , <br />, , <br />, , <br />:. : <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />~ <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />.~ - I <br /> <br /> <br />Pilinee inetalled to bed rock <br /> <br />r----------~ <br />, <br />, <br />, <br />: . <br />, <br />, <br />, <br />, <br />, <br /> <br />. <br /> <br />.1 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />e'~ll <br /> <br />68'_8<1 <br /> <br />pOUN[JA l~ON f~ <br /> <br /> <br />~ <br /> <br /> <br />. <br /> <br />. <br /> <br />bump out for <br />~ __ _ :.:r~~~_ __ __-' <br /> <br />f <br /> <br />4'-8" <br /> <br />f <br /> <br />18'-6" <br /> <br />AN <br /> <br />o <br />.. <br />~ <br /> <br />b'-li" <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />I <br />1~ <br /> <br />e'-oll <br /> <br />. <br /> <br />. <br /> <br />~ <br />i!l <br /> <br />. <br /> <br />-~ <br />1<l <br /> <br />NOTEo: <br /> <br />5upport PilIng 5chedule to be engineered b~ manufacuturer <br />or licensed engIneer <br />ReinforcIng design and la~out to be supplIed b~ <br />manfacturer or licensed engineer <br />Concrete floor, grade beam and other support structures to <br />be poured as a monollthlc unIt <br />Concrete mix formula to be speclffed b~ grade beam desinger <br />!-lot water radiant pIpIng to be plased and fastened to 2" rigId <br />Insulatfon placed over l&mll vapor barrier <br />ExterIor foundatIon Insulatfon to be determIned. <br /> <br /> <br />-9 <br />-N <br />'" <br /> <br />SLAB. TI-HCKENED EDGE FOOTING <br /> <br />;, <br /> <br /> <br />TlP1CAL 2X€> EXTERIOR WALL, <br />3/4" CLADDING <br />lit' 5HEATH1NG <br />2x6 eTUDe 'llI 16" ole <br />R20 BATT INSULATION <br />6 MIL POLY VAPOR BARRIER <br />112" DRYWALL <br /> <br />!::! <br />0 <br />'" <br />rei <br />'" <br />J) <br />L. <br />C\l <br />::) <br /><: n <br />C\l <br />...., 1U <br />1U d) <br />/- ). <br /><{ 1U <br />Q OC <br /> <br /> <br />'" <br />5 <br />C'-! ,<tl <br /> <br />P") <br /> <br /> <br />=:: <br />~ <br />~ <br /> <br />?- <br />,- <br />5 <br />o <br /><.> <br />~ <br />oz:.;:: <br />Q <br /> <br />1U <br />.....I <br /><{ <br />o <br />d) <br /> <br />f- <br />III <br />z <br />3 <br /><{ <br />OC <br />Q <br /> <br /> <br /> <br /> <br />\.). <br />Z I-- <br />-: ()\ ~ <br />~~~ <br />.n nt ~ <br />~/1f\~ <br />Z> <br />~;/~ <br />C\~~ <br />VD<:) <br />If\ <br />Z :jj; ~ <br />4:3~ <br />~0~ <br />~~~ <br />,,()\ <br />....~ <br />--1 \0 <<> <br />::J~ ~ <br /><( lfl <:) <br />1'--\0 <br />Q.. <br /> <br />~ <br />~ <br />~ <br />~ <br />< <br />rJ1 <br /> <br /> <br />~ <br />~ <br />~ <br /> <br />PR.EflSURE TREATED SILL. <br />OR FOUNDATION GRADE SILL <br /> <br />n" x 16" ANCi-lOR BOLT 6'.:0" O.C. MAX. <br />1 FLOOR, 4'-0" MAX. 2 FLOORS <br />EACH SILL PIECE <br />1" CON.e. SLAB WITH 6X6 0 - 10 WillM <br /> <br />REBAR <br />TOP. BOTTOM <br />1'-6>> O.C. MAXIMUM <br />HORIZONTAL <br /> <br />2 <br /> <br />0& MIL. VAPOR BARRIER <br />HOT WATER RAPIANT HEAT PIPIN6 <br />2' 1<161D iNSUl-ATION <br /> <br />4" COMPACTED CROOHED <br />ROCK <br /> <br />METAL SUPPORT PILlN6 <br /> <br />1'-0" <br />.... .... <br /> <br /> <br />~ <br />:a <br /> <br />