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<br /> <br />eEe FLOOR <br />PLAN <br /> <br />------- <br /> <br />PORC~ 6LAB <br /> <br />/ <br /> <br />roRE-CNG. TRUeeEe <br /> <br />LINTEL. LOAD CI4ART ( 16" DEEP 8ECTION ) <br /> CONCRETe U LINTEL 'POWER" arEEl. 'POWER' eTEEl. <br />CLEAR epAN BOX LINTEL <br />" - 6" -4~1 PLF ( UNFILLED ) 1010 PLF L-2 ~6S PLF <br />2' . 2" 3-43S PLF ( UNFILLED ) 6Q26 PLF t-2 6&30 PLF <br />2' - 8" 2m PLF ( UNFILLED ) &~ PLF L-2 &M~ PLF <br />3' - 2" 2332 PLF ( UNFILLED ) -4;08 PLF L.-2 4613 PLF <br />4' - o' 183S PLF ( UNFILLED ) lS3S PL.F L-2 36~~ PLF <br />4' - 6" lQ24 PLF ( UNFILLED ) 31S4 PLF L-2 3288 PLF <br />s' - 2" Z13~ PLF .. 2146 PLF L-2 .. 2864 PLF .. <br />Q' - 2" 2211 PLF .. ~ PLF L-2 .. 2400 PL.F .. <br />" - 0" 1~1 PLF .. 202S PLF L-2 .. 211-4 PL.F .. <br />a' .0" 1113 PLF .. 116& PLF L-2 .. 2213 PL.F .. <br />~' - 2" 14.8~ PLF .. IS-4S PLF L-2 .. 1~4 PLF .. <br />10'. o' 13S4 PLF .. 1414 PLF L-2 .. 18i~ PLF .. <br />10' - 8" 1m PLF .. 132S PLF L-2 .. 1110 PL.F .. <br />11' - 2" 1200 PLF .. 1130 PLF L.-2 .. !6~ PLF .. <br />12' - 0" 1I0~ PLF .. 1118 PLF L-2 .. ISIS PL.F .. <br />12' - 8' 1044 PLF .. II:Q PLF L-2 .. !43Q PLF .. <br />13' - 4" !3~ PLF .. P !381 PLF L-2 .. eL - I 1364 PLF .. <br />14' - 0" 1321 PLF .. P 1321 PLF L-2 .. eL - 1 I~~ PLF .. <br />:6' - 0" 1;:'2 F'LF .. P 104.8 PLF L-2 .. eL - I 1131 PLF .. <br />ta' - 0" 1016 PLF .. P 828 PLF L-2 .. eL . I %0 PLF .. <br />la' - a" ~11 PLF .. P 110 PLF L-2 .. e.L. - I a~3 PL.F .. <br />20' - 0" 81Q PLF .. P 6~ PLF L.-2 .. eL - I 184 PLF .. <br />22' - 8" '8~ F'LF .. P S23 PLF L-2 .. eL - I 60Q PLF .. <br /> <br />elMrowN H10 <br />WI 8 - 8d TO TRUee <br />. TO SEAM <br /> <br />30' 011 <br /> <br /> <br />f 4' all 10' 011 4' a" <br />I I <br />- Ju - u u - - __ - _~" Oi+E6REM- u u - - - u_ - tul~-- -- -- - - u )U6'_""" f). "'''.6.Dr- _ _ __ __ u u__ __ _: <br /> <br />I>S VERnCAL ROD& FROM <br />FOOTING& TO 60ND BEAM <br />ABOVE <br /> <br /> , y!v- <br /> , <br /> I <br /> {/I <br /> {~ <br /> I <br /> I <br /> I <br /> I <br /> , <br /> () <br /> ,'} ~ <br /> .,. <br /> ~ ~ <br /> U) tt <br /> U) ,~ <br /> <') <br /> , <br />() <br />~ <br /> ~ <br /> () ~ <br /> Ii <br /> \J <br /> I" <br /> ~ <br /> ~ <br /> , <br /> I <br /> I <br /> , <br /> , <br /> , <br /> <br /> <br />elMrowN AC4 MAX rooe T TO SEAM <br />ANCHOR 8- I~D NAILe TO rooe T AND <br />12-I~D NAILe TO SEAM <br /> <br />411 X 411 ro.T. WOOD rooeT <br /> <br /> <br />elMrowN ASU44 WI 12 - I~ COMMONe <br />TO rooeT - (I) S/811 X ~II ANCHOR SOL T <br />MUeT HAVE 211 M/N CONCRETE EDGE ON <br />ALL 81DE OF FOeT ANCHOR <br /> <br />.. ~ <br /> <br />II <br /> <br />poeT / SEAM DETAIL <br /> <br />.. - DENOTE&':' REBAR X CONT. PLACED IN BOTTOM COUR~ AND <br />lQ" DEEP BEAM POtiRED WLiD WITH 2;00 pel CONCRETE. <br /> <br />.. P - DENOTEe PRE eTREUED U LINTEL WIT~ .S REeAR X CONT. <br />PLACED IN BOTTOM C0UR6E . 16" DEEP BEAM POl.RED WLto <br />WITH 2;00 pel CONCRETE <br /> <br />UJAeHER t DRYER BUFFER 5TEP <br /> <br />MIN. ~SOO Fel <br />OVER TREATED <br />COMPACTED FILL <br /> <br />bXb !01\0 lWJM 1 <br />(OR EQUAL) <br /> <br /> <br />, <br /> <br />''"'' <br /> <br />1..& RE6AR <br />ON C~AIF<S <br /> <br />'~ <br />~ <br />'~ <br /> <br />\., <br />\" <br /> <br />r - -- <br />/ 12" <br />/ . <br />/ <br />--------_/ <br /> <br />a" <br /> <br /> <br />INT STUD UJALL <br />P.T. FLATE ANC~CRED <br />WIT~ SOL TS AT 24" O.C. <br /> <br />.. e - DENOTEe IN BOTTOM COUR6E . (Q) - :) I 16" 6MOOTH eTIRRUPe <br />AT 8" OC AT EAC~ EN.D IN A IQ" DEEP BEAM POURED WLID <br />l'uITH 2SOO P&I CONCRETE <br /> <br />~~ <br /> <br />8" X 811 X l~" KNOCK OUT BLOCK <br />TOP COAR8E WITH I jS HORIIONT AL <br />REBAR TIED TO ALL VERTICAL ROD6 <br /> <br />~.~/ <br />r-- <br />. . ~ <br />'ao <br />.... .. <br /> <br /> <br />6.4, ~ <br />.......~ <br />,. , <br />. . 4 <br /> <br /> <br />4" <br /> <br />411 CONCRETE SLA6 <br /> <br />o <br /> <br /> <br />~ <br /> <br /> <br />BOX 5TEEL L1NTEL5 OVER ALL WINDOW <br />AND DOOR OPENING5, NO -S REBAR <br />REQUIRED ON BEAM5 UP TO 24'0" <br />WITI-4 NO MORE TI-4AN ~06LB5 PLF <br /> <br />12" <br /> <br />a" <br /> <br />~ <br /> <br />~l< <br /> <br />OPTIONAL POWER BOX LINTEL DETAIL <br /> <br />NON LOAD SEARING GARAGE FOOTING WIT14 APPLIANCE SUFFER <br /> <br /> <br />"~~: TIED >1 0 0 <br />. ~ 12" - <br /> <br />4" CONCRETE ~LA6 <br />MIN. 2S00 PSI <br />OVER TREATED <br />COMPACTED FILL <br />bX~ 101\0 I.I.WM <br />(C~ EaUAL) <br /> <br />" <br />\c. <br />\ <br />\'" <br /> <br />8" X 811 X 16" KNOCK OUT BLOCK <br />TOP COAR5E WITH I -S 1-40RIIONT AL <br />REBAR TIED TO ALL VERTICAL ROD5 <br />1<8111/ <br />I <br /> <br />r:;; ~ <br />I"~ <br /> <br />1 <br /> <br /> <br />~ <br /> <br />-r <br /> <br />r------- <br /> <br />/ <br />/ <br />/ <br /> <br /> <br />8" X 8" X I~ll KNOCK OUT BLOCK <br />OVER POWER 5TEEL L1NTEL5, WITI-4 <br />I EACI-4 .S REBAR IN T1-415 COAR8E <br />W~EN 5PAN OF LINTEL 15 OVER 12'4'1 <br /> <br />I~" <br /> <br />OPTIONAL POWER 5TEEL LINTEL DETAIL <br /> <br />\L MONOLlT~IC FOOTER <br /> <br />" <br /> <br />Ii) <br /> <br />~ <br /> <br />\~ <br />'~ LINTEL .:; REBAR <br />'\, <br /> <br />8" X 811 X l~ll KNOCK OUT BLOCK <br />TOP COAR5E WITH 1 .S 1-40RIIONT AL <br />REBAR TIED TO ALL VERTICAL ROD5 <br /> <br />1<:'.1 J <br />'ao ~ <br /> <br />',- <br />, <br />\ <br />" <br />\., <br /> <br />'~. <br /> <br /> <br />8" PRECA8T LINTEL BLOCK <br />OVER ALL OPENING6. 1 EACH <br />'S REBAR IN n-H5 COAR5E WI-4EN <br />6P AN OF LINTEL OVER S'2" <br /> <br />\. <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />OPTIONAL 5T ANDARD PRECA5T DETAIL <br /> <br />/<Erc~1I <br />.-E& ANO <br />. ,.ROM ll-IlE <br />.';;oN&TRUCOON <br />,~ FeR c.oaf OF <br /> <br /> <br />, <br />'" <br /> <br />(() <br />~ <br /> <br />() <br />(() <br /> <br />() <br />'l) <br /> <br />'l) <br />~ <br /> <br />(() <br /> <br />,'} <br /> <br /> <br /> <br /> <br /> <br />NON LOAD BEARiNG <br />MONO FOOTiNG &TEP <br />IN e.LAB e.Ee oeT AIL <br /> <br /> <br />IWV'T~ . <br /> <br /> <br />NON LOAD BEAR,NG :, - U u - frt-r,,- - - - <br />MONO FOOTING & T EP <br />IN e.LAB e.EE oeTAIL : I - - - - <br /> <br />~ <br /> <br /> <br />12' 0" <br /> <br />(() <br />~ <br /> <br />~t..~e FLoeR MiN,>1IJH <br />4' eao.ll ~..i* FLOC~ <br /> <br />() <br />-r- <br /> <br />, <br />I <br />1 .________________________________ <br />I <br /> <br />~ iii <br /> <br />: -1- _~~E~: u r .~.~m._ - -- - - - - - - - -!- ~ <br /> <br />Qi= <br />~2 <br /> <br /> <br />, <br />I <br />I <br />, <br />I <br />I <br />I <br />, <br />, <br />, <br />, <br />, <br />, <br />I <br />1 <br />, <br />I <br /> <br />~ <br />~ <br /> <br />(() <br />~ <br /> <br /> <br />I <br />, <br />I <br />, <br />, <br />I <br />I <br />, N <br />I <br /> <br />: N <br /> <br />, <br />, <br />, <br />I <br />, <br />I <br />, <br />I <br />I <br />, <br />, <br />, <br />, <br />I <br />I <br />I <br />, <br />I <br />, <br />, <br /> <br />~ <br />-t <br />r(\ <br /> <br />, <br />, <br />I <br />, <br />I <br />, <br />, <br />, <br />I <br />, <br />, <br />, <br />t <br />I <br />, <br />, <br />t <br />I <br />I <br />, <br />, <br />I <br />I <br />, <br />, <br />I <br /> <br />~i--;i <br /> <br />II t I <br />'1 I I <br />II " <br />II I I <br />.L _ <br /> <br /> <br />I <br />, <br />, <br />, <br />I <br />, <br />, <br /> <br />~ <br />l)l <br /> <br />() <br /> <br />~ <br /> <br />, <br />I <br />, <br />, <br />I <br />, <br />I <br />I <br />, <br />I <br />, <br />I <br />I <br /> <br /> <br />___0 <br />~ <br /> <br />() <br />(() <br /> <br />, <br />1 <br />I <br />, <br />, <br />, <br />I <br />, <br />1_________ ____________________ <br /> <br />10' 0" " o. GARAUE DR <br />TYPICAL MONO , <br /> <br />~:~~E I" ------uu-----,~.-~~,...--------T~"-- <br /> <br />;( - <br /> <br />L <br /> <br />12' a" <br /> <br />1 <br /> <br />30' 0" <br /> <br />FOUNDATION 4 PLUMBING PLAN <br /> <br />~ <br />"t <br /> <br />1/4" = 1'011 <br /> <br />ALL FI)(TURE LOCATlONe MUeT ee VERIFIED FROM R.OOR PLAN <br />AND Ie THE REepON61BILITY OF PLUMBING CONTRACTOR TO PlAce <br />Fl)(11JREe IN CORRECT LOCATION. PLUMBING DRAIN LAYOUT WILL Be <br />DETERMINED IN FiELD BY CONTRACTOR. <br /> <br />Af-:Z ENGINEERING INC. <br />&7/7);. L G1NEER& <br />7/J1J/' <br />~~ORP~J! j31p!> <br /> <br /> <br />Fl~IOA I.ICEN&1ii Ni.lMeliR 3~ <br /> <br />I14ER6Y cZ-,sT!f"'( ll-lAT n.a:es PlANS AND &PECIFlCATJaN& <br />111M P"~AAE:O DY ...il! O'ti iJNC>!:'.R MY OIR=Of ~ERYleJatf <br />ARlit iN COi1R.1AN.-:6 'll'rn l}.~ R.ORIOA eu'L.OIN~ COOE! 2091 <br />FOR 110 MPH ( It &i'(;OHi~> ~T ) WiNO IONS . ~. M~ FA&tEST <br />&PEEP <br /> <br />r;jll.)] <br />11..!~11 <br />i;~_. !~:J. <br />i ~1... <br />'-'==1,= <br /> <br />~ <br />~.. (J) <br />:: ~' <br />~ ~ a m <br />i",l')~ ~ <br />" 0:: C'1 >< ~ <br />(j) :J <C ~ <br />w 0 9 <br />cUQ;:f' 2 <br />z >- 9 f' ~ <br />gQ:lLO 0 <br />~~~i ~ <br />iii~i <br />~ Ii: m <br />~ ~ <br /> <br /> <br />~J~ <br />~ ~g . <br />· j ~B j <br />] .~~~~ <br />~ i ~~H <br />Iri ~" <br />~-.; ~ i~ <br />~j ;.~s~ <br />~.. :f!t~ <br />~ ~~ -J <br />~Id <br /> <br />l!l <br />~ <br />~ <br />1i <br />~ <br /> ~ ~ ~ <br /> ~ <br /> .. <br /> >- <br /> III 1: <br /> 0 . <br /> I .. ~ <br /> ~ <br /> ~ <br /> 0 <br /> <br /><t <br />a <br />w~ <br />~i <br />Q u)' <br />3lj <br />Il:t <br />2~ <br /><(:t <br />I:~ <br /> <br />LiVING 1414 <br />C1ARAOB 281 <br />ENTRY 40 <br /> <br />TOTAL '141 <br /> <br />p(# <br />2 OF 6 <br /> <br />ARI<A Y · ~3~ <br />