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<br /> -----., <br /> I 't <br /> , "'t <br /> I <br /> I \-() .-() , <br /> , <br /> Q , FLooREf) <br />'l,) co , co 'l) <br /> , r CRAIN <br />~ I () <br />". ,~ I ". <br />N , .-() N <br /> , <br /> , <br /> , <br /> I <br /> - - I <br /> <br />.~ Y;:..~nCAL ROC& FROM <br />FOOTiNU& fa 8ONO eEAM <br />,-\60Y!: <br /> <br />fl.IiCi<.EN EDGE e.l..J..a <br /> <br />fl.IiCi<.EN EDGE e.LAB <br /> <br />~, <br /> <br />,~ <br /> <br />r---- <br /> <br />() <br /> <br />---------------------------------------------------------------------------------------------------------------------------------------4 <br />, <br />I <br />I <br />I <br />,--------------------- <br />, <br />I : ~ <br />'t <br /> <br />,t <br /> <br /> <br />,t <br /> <br /> <br />,~ <br /> <br /> <br />'l) <br /> <br /> <br />r------- <br /> <br />, <br />I <br />, <br />I <br />, <br />I <br />I <br />, <br />I <br />, <br />, <br />, <br />, <br />, <br />I <br />I <br />I <br />, <br />, <br />I <br />I <br />I <br />I <br />I <br /> <br />__________ _I <br /> <br />r <br /> <br />~l <br /> <br />() <br /> <br />I <br />I <br />I <br />1______- <br /> <br />,t <br /> <br />11-IICi<.EN EDGE e.LAa <br /> <br />r~iCi<.EN EDGE e.LAB <br /> <br />8' 0" <br /> <br />31' 4" <br /> <br />~' 0" <br />~ ~ <br />" " <br /> <br />1 <br /> <br /> <br />". <br /> <br />48' 4" <br /> <br />ADDITION FOUNDATION 4 PLUMBING PLAN <br /> <br />1/4" = l' 0" <br /> <br />LINTEL LOAD CHART ( I~II DEEP 5ECTION ) <br />CLEAR WAN CONCRETE U LINTEL "POWER' ~TE;EL "PCXl.JER' tHEEL <br /> BOX LiNTEL <br />l' - 6" 4~1 PLF ( LlNFIUED ) 1010 PLF 1..-2 ~6S PLF <br /> ~~-~~~ <br />2' - ;,. 343S PLF ( UNFILLED ) ~626 PLF L-2 ~&30 PL.F <br />2' - a" 2m PLF ( UNFILLED ) S2% PLF L.-2 !)S4'3 PL.F <br />3' . 2" 2332 PL.F ( UNFIUED ) -4soa PL.F L.-2 4613 PL.F <br />4' - 0" la~ PL.F ( UNFILLED ) 3!BS PLF L.-2 36'3~ PL.F <br />4' - 6" 1624 PLF ( UNFIUED ) 3,M PLF L.-2 328& PL.F <br />s' - 2" 2U~ F'L.F .. 2146 PLF L.-2 .. 2864 PLF .. <br />6' - 2" ~11 PLF .. ~ PL.F L.-2 .. 2400 PL.F .. <br />l' - 0" 1~1 PLF .. ~!:) PLF L.-2 .. 2114 PL.F .. <br />a' - 0" P13 PLF .. 116& PL.F L-2 .. 2'213 PLF .. <br />~' - 2" 14a'3 PLF .. ;~S PL.F L-2 .. 1~4 PLF .. <br />10' - 0" 13S-4 PL.F .. 1414 PLF 1..-2 .. 18;~ PLF .. <br />10' - &" '1Tl PLF .. 132S PLF L-2 .. 1110 PLF .. <br />11' - 2" !200 PLF .. !nO PLF L..-2 .. 16~ PLF .. <br />t2' - o. 1I0~ PLF .. 1118 PLF L.-2 .. ISIS PL.F .. <br />12' - a" 10..4 Pl.F .. 1116 PLF l.-2 .. 1436 Pl.F .. <br />\3' - 4" 13~ PLF .. P 1~1 PLF L..-2 .. &. - I 1364 PLF .. <br />14' - 0" 1321 PLF .. P 1321 PL.F l.-2 .. e.t.. - I 1~~ F'L.F .. <br />16' - 0" liS2 PLF .. P 10-4-8 PL.F l.-2 .. e.l. - I 1131 PL.F .. <br />la' - 0" 1016 PL.F .. P a2a PLF L-2 .. &. - I '360 Pl.F .. <br />18' - a" '311 PLF .. P 110 PL.F l.-2 .. e.t.. - 1 8~3 PLF .. <br />20' - 0" 8-:6 PLF .. P 6~ PL.F L.-2 .. e.t.. - I ;84 PL.F .. <br />~' - a" 1a~ PLF .. P S23 PL.F l.-2 .. &. - I 606 PLF .. <br /> <br />8" X 8" X 16 KNOCK:. O\;~ BLOCK <br />TCP COAR5E ..LJiT1-4 i 'S HCRIONT AL <br />REBAR T:ED TO AL vERTICAL RODS <br /> <br /> <br />~~ <br />. ,'~ ~- <br />. ,.~ <br />#' . <br />. . . <br /> <br />-r <br />~~I <br />l <br /> <br />BOX 5TEEL LlNTEL5 OvER ALL I.LINDOU.) <br />AND DOCR CPENINGS, NO 'S REBAR <br />REQUIRED ON BEAM5 uP -ro 24'0" <br />WITH NO '-'lORE THAN 606LBS PLF <br /> <br />OPTIONAL POWER BOX LINTEL DETAIL <br /> <br />8" X e" X '6" KNOC< our BLOCK <br />TCP COAR5E..LJ'TH ! 'S HCR!IONT AL <br />REBAR TIED -ro ALL vERTICAL RODS <br /> <br />~~ j <br />r~~~ <br />~~- <br />~ <br /> <br />-r <br /> <br />8' X 8" X !6 KNOC< OUT BLOCK <br />OVER POWER STEEL L,NTELS, I.LITi--1 <br />1 EACi--1 'S REBAR IN THIS COAR5E <br />I..LJ~EN 5PAN CF LINTEL !5 OVER 12'4" <br /> <br />~ <br />.l...- <br /> <br />OPTIONAL POWER STEEL LINTEL DETAIL <br /> <br />HCRIZONT AL LINTEL. ':;. RE8AR <br /> <br />DENOTE& "S REBAR X CONT. PLACED IN BOTTOM CO\.JR6E AND <br />'6" DEEP BEAM POURED 601.lD W111-1 2S00 P61 CONCRETE. <br /> <br />1-<: ~:;'''>1 <br />I <br /> <br /> <br />.. P - DENOTE& PRE &TRE66ED U l.INTEL WITI-! IrS REBAR X CONT. <br />PLACED IN BOTTOM COUR6E . 16" DEEP eeAM POI.llQED Wl..ID <br />WlTI-I 2SOO P&I CONCRETE <br /> <br />.. & - DENOTE& IN BOrrOM CO\.JR6E . (6) . !; I 16" 6I1ooTI-! ~T1RRl.lP& <br />AT e" OC AT EACH END iN A 16" DEEP BEAM POURED OOLID <br />WlTI-I 2SOO P61 CONCRETE <br /> <br /> <br />~I <br /> <br />FOOTER ':;. REBAR <br /> <br />THE CU:NT t..NOER&TANC,& THAT n-e DE61GoNER CAAR'E& NO L!Ae!LITY INeuRANCe ANI> THEREFCRE <br />AGoREE& TO ~ HARI"1LEM, 00 CMN, F'(, ANI> DEFEM> CE61GoNER FROM ALL CLA,M&, Lo66E& ANO <br />EXF'EN6E& (iNCLUDiNGo REAWNAeLE ATTORNEY FEE&) ARI6lNG OJT OF OR RE6LLTlNGo FROM n-+e <br />PROJECT. THe DE6tGoNER 'lJlLL iN c.ooo FAITJ..l ATTEKF'T TO FROVICE ERROR FREe CON&TRUC110N <br />CRAWINGo6, euTN THE EVENT ERROR& cY..-O..JR THE DE6IGol-,ER WIll. NOT eoE LlAeLE FeR OO&T OF <br />REF>A;f<.& CR OaAY TO Tl-E COr-.e,TRucrtON <br /> <br />ROO C~A,R5 <br /> <br />Jf"c." <br />1< ~"J >1 <br /> <br />REBAR LAP GET AIL5 <br /> <br />6lMP60N M~A3.S/II.2!;" OR EQUAL <br />~AN6ER 6EO..RED TO IJ.'AL.!. t.6ING <br />3/4" X 8" ANCOOR 60LT AT .AL.!. <br />BEAM TO BLOCK L.OCAT1ON&. BOLT <br />TO ae !; !;/e" FROM ED6E OF BLOCK <br />WI11-I M,Ni!-"ljM 3000 P61 POURED CEL!.. <br /> <br />"S ""ERT!CAl. ROD& FROM <br />FOOTlNU& TO 80M> BEAM <br />.ABOve <br /> <br />Del.. 1 X 11"2 PiNe BEAM <br />UJlTI-I ONe LAYER In" PI. Y <br />UJOOD iN CENTER <br /> <br />, <br />" <br /> <br /> <br />() <br /> <br />,t <br /> <br />I <br />~ <br />;j) <br /> <br />~ <br />!fi <br />v. <br />~ <br />.! <br /> <br />FLOOR <br />DRAIN <br />EEl <br /> <br />g <br /> <br />() <br /> <br />r <br /> <br />III <br />j <br />;j) <br />~ <br />!fi <br />v. <br />u <br />;! <br /> <br />{ <br /> <br />() <br />'t <br /> <br /> <br />...J <br /> <br />ROOF OYER J..lANG LiNE <br /> <br />-. <br /> <br />J <br />, <br /> <br />I <br /> <br />" <br />". <br /> <br />48' 4" <br /> <br />8' 0" <br /> <br />0' 0" <br /> <br />31' 4" <br /> <br />3' 0" <br /> <br />~ <br />". <br /> <br />" <br />". <br /> <br />" <br />". <br /> <br />1 <br /> <br />ADDITION FLOOR PLAN <br /> <br />1/4" = 11 0" <br /> <br />0~ <br /> <br />---- <br /> <br />ALL WALLS ACT AS e~EAR WALLS <br /> <br />, 8" <br />r--~ <br /> <br />13' X 8" X 16 KNOC< OUT BLOCK <br />TCP COAR5E..LJ TI-4 ' 'S HCRICNT AL <br />REBAR T:ED ~O AU_ vERTICAL RODS <br /> <br />In" COX OR 1/'6" ore ROOF eHEATI4ING <br />NAILED 0" OC ON ALL EDGE& AND IN ~E <br />FIELD IJJITI-4 W NAIL5, !..teE &TEEL PL YCLF& <br />AND ';S FELT WITI-4 eHiNGLE&, RIDGE ',{S'-lT <br />A& REQ...iRED <br /> <br /> <br />-r <br />~I <br />l <br /> <br />, <br />I <br />/ <br />r&rl~ <br />~~~~T1 ~ <br />~ <br /> <br />8' FRECA5T L!~TEL BLOCK <br />OvER ALL CPE~NGS, 1 EACH <br />'S REBAR i\j THiS COARSE IjJHEN <br />5PAN. CF L1N.TEL OVER S'~" <br /> <br />REFER TO elMFe.oN CON/IoiECTiON CHART <br />ANO TR\..e& ENCsINEERINC2 FOR AF'FROVED <br />5 TRAP <br /> <br />OPTIONAL STANDARD PRECAST DETAIL <br /> <br />2X4 OR 2X6 !J)OOD WB JJIT14 ~ <br />AL\..MINUM 5CFFIT ANO FACe!A <br />TRIM <br /> <br />~ <br /> <br />In" CEILINU Tl'Fe C.yFeuM eoARO <br /> <br />aEE liNTEL Cl<ART~1 <br /> <br />elNULE 6ONO BEAM WtT~ (I) 'S <br />REeAR CCNTl~ TIED TO ALL <br />YERTICAL ROD& <br /> <br />nEV!E'N~O <br />11AR 0 4 L004 <br />~bW'r <br /> <br />ALIJMN 5.1-4, '.l.IINDO.1& <br /> <br />ALL WORK <br />PRBVA/ ,SHALL CO\f <br />CODE ~1l\GCODBS Fi PLYWlT/{ALL <br />CITy OF JJ~~~ARL EiEC~~~D~oBUlLD1l\'G <br />1ilLl.s ORD. DEAND <br />INA.NCES <br /> <br />PAINTED BLOCK ON <br />INTERIOR OF ALL WALLe <br /> <br /> <br />'!; VERTICAL RODe FROM <br />FOOTiN65 TO eoND BEAM <br />WITH 24" LAP MINiMUM <br /> <br />MAWl\RY 51LL5 <br /> <br />Tl'PICAL 4" CONCRETE &LAB WITH W:RE MEeH <br />OR F:BER MEe14 AND 0 MILL '/16GlUEEN O',{ER <br />CLEAN COMPACT TERMITe TREATED WIL <br /> <br />/ <br />/ <br /> <br />4" CONCRETE SLAB <br />MIN. ~?OO PSI <br />OVER TREATED <br />COMPACTED FILL <br />oX6 10/10 WI.LM <br />(CR EQUAl) <br /> <br />8" BLOCK WALL 13'0" iN ~E1GI-4T <br />PAiNTED BLOCK 11IALL <br /> <br />..-- <br /> <br />l <br />I <br />I <br />I <br />~ <br /> <br />-r <br />I <br /> <br />16" <br /> <br />~------- <br /> <br />e" x '0" FOOTINU& l.UIT14 <br />tV .~ REeAF< ON CHAIR5 - <br /> <br />/ <br /> <br /> <br />eonoM OF FOUNDATION <br />MiNIMUM 12" BELOW 6RAoe <br /> <br />&TEM LUAL.!. NOTE. &TEMLUAU "'Elul-iT TO BE DETERMiNED <br />PER 11-IE OUJNER . CONTRACTCR TO FIT THE 61TE <br />(MAXIM..lM 4 EXPCe.ED COIJR6E& IN HEluHT IF MCRE <br />11-IAN 4 COURe.E& ARE NEEDED _ CONTACT ENuiNEER <br />PRIOR TO FOUNDATION POUR. <br /> <br />/ <br /> <br /> <br />/ <br /> <br />. <br /><$;) <br /> <br />2-'~ REBAR TIED ~I 0 <br />ON CblAIR5 <br />~ 12" - <br /> <br />o <br /> <br />!o" <br /> <br />6ROI.tNO WIRE TO _____________ ( <br />FOOT,N6 REeAR ~ <br /> <br />TYPICAL MONOLlT~IC FOOTER <br /> <br />ARKAY ENC,iN!7fR,NCa INC. <br /> <br />e' 0" BLOCK WALL DETAIL NOT TO 5CALE /o,,,,;cn'j1J:' ~ <br /> <br />V<~.~D ~ :00& /i,hq) ~ <br /> <br /> <br />FLCRIPA !.iC-e..6E Nl.iMBE.lQ .,"W..b <br /> <br />I H~RaY CERrIFYn.!~.i fl.F.6~ P'_AN6 AND e.PeCIFICA T1ON& <br />IJJA& PR~ARED ay ME ~;R. UNCr:.H MY O;~ECr 5l.JPER't'ie.!ON <br />ARE IN COMPLIANCE u;m~ rHE l'l..O,~ID^ ~II.DING CODE :-001 <br />FOR :10 MPl-4 ( 3 6ECOND 6'J!,'" ) '.I.,N\) ZOl'>.E - 30 ~p~ FMTEe.T <br />WEED <br /> <br /> <br /> <br />~ "'.';'.," ,..-'\ <br /> <br />- <br /> <br />, ~ <br />U IJ) lJ} <br />Z \\I N <br />- IJ) IJ) <br />i I- (I) (Il <br />(j er: (Il ~ <br />ij) :J ~ JJ.. <br />W 0 .... <br />a u 0;: '" <br />Z > 0 '" <br />o(l..Jo <br />(J) ~ l.L. ~ <br />~~~g] <br />~ (Il U U} <br />> qo N <br />a ~ ~ ~ <br />Z (Il < <br />-( a ~ <br />(l ii: <br />l.L. <br />o <br /> <br />\ <br /> <br /><.0 <br />'" <br /> <br />(J) <br />z <br />(j <br />iji <br />W <br />Q <br />..J <br />< <br />.... <br />U <br />er: <br />w <br />~ <br />~ <br />o <br />u <br />Qj <br />..J <br />-( <br />i= <br />z <br />w <br />a <br />- <br />(J) <br />w <br />er: <br /> <br />- <br /> <br />r <br />~ 'a <br />~ ~~~. <br />-:<) ltl (1' <br />- . <br />"'N. <br />ir~~~ <br />~- 8 <br />~ j~~:J <br />- q) -~~ <br />~ ; ~ ~~ ~ <br />ffi ~ '6 LL <br />~ Wi s <br />~ ~ 3 I <br />z""iij - 1 <br />Ul3 ~ ~ ~ <br />~ ~ 31 r. S~:n <br />V. 10 f"" ~ <br />\l . lR- <br />-<{ : J;~Q <br /><.0 ,~LL -J <br />:J 01 '00 <br />UJ~ <br /> <br /> <br />l!! <br /><{ <br />Q <br />z <br />o <br />.~ <br />.~ <br /> <br />::) <br />(l <br /> <br />~ <br />~ <br /> <br />I <br />I <br />n_~ .._ . _ .~~' 0" } <br />~J <br /> <br />.. <br />>- <br />\0 <br />z <br />3 <br /><t <br />~ <br /> <br />~ <br /><t <br />Q <br /> <br />< <br />~rzlO <br />~zlil <br />.... :i 0 <br />Orzl~ <br />~e:" <br />:> O~ <br />.... ~ = <br />Qcn= <br />~ ~~ <br />~ ~~ <br />UJV~ <br />N <br /> <br /><Jl <br />1 <br />N <br />() <br />I: <br />~ <br />11l <br />Q <br /> <br />z <br />() <br /> <br />- <br />f- <br />- <br /> <br />a <br />Q <br />-<( <br />r: <br />() <br />() <br />~ <br />13 <br />~ <br /> <br />RE5TROOM 181 <br />COVER WALK 13~ <br /> <br />TOTAL <br /> <br />PG <br />1 OF 3 <br /> <br />ARKA Y .. 02.04 <br /> <br />'1""\, <br /> <br />311 <br /> <br />.1, <br /> <br />