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K.O. OR U-15LOCK TIE <br />BEAM W 1 #5 BAR CONT. <br />Ix4 NAILER a HINDONS <br />IX6 0 SL. &L. DR. <br />HINDOH AND DOOR <br />AS PER <br />SPECIFICATIONS <br />1/2" r7YP. BO. 0 HALLS <br />ON Ix2 HIP. FURRIN6 <br />STRIPS 0 24m O.C. W <br />ALFOIL INSULATION <br />SEE FOOTIN6 DETAILS <br />THIS SHEET AND <br />FOUNDATION PLANS <br />PRE-EN&INEERED IoV. <br />ROOF TRLSSES 0 24" O.C. <br />SEE TRU55 NOTES FOR <br />REWIRED CONNECTOR <br />METAL DRIP <br />E06E <br />T.O.M. <br />------------------ <br />ELEV. VARIES <br />TYP. FASCIA 4 <br />SOFFIT <br />6" H. ROI I ED <br />HIRE OR <br />FIBER&L. MESH <br />PRECAST CONC. <br />LINTEL 0 EA. MAS. <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE BEAM <br />ABOVE <br />#5 BAR DONEL H/ 10" <br />STD. HOOK (LAP MIN. <br />25" HI VERT REINF. <br />5AR) <br />ARCHITECTURAL FINISH <br />ON bm C.M.U. HALL <br />MAIN FLOOR LINE <br />------------------------------ <br />REF. ELEV. 0'-0" <br />TYPIGAL ONE STORY HALL SEGTION <br />00_� ONE STORY <br />A <br />� �2 NOT TO 5GALE <br />TYP. HALL CON5TRUC. <br />H C <br />FIN. FLOOR ON 4 ONC. <br />5LA13 H/ bxb-HI.4 x HIA <br />H.H.M. (OR FIBERMESH) <br />-MAIN FLOOR LINE <br />REF. ELEV. O'-Om <br />x <br />FIN. &RADE <br />CLEANED, COMPACTED <br />---CLEANED, COMPACTED 4 <br />TERMITE TREATED FILL <br />TERMITE TREATED FILL <br />5 0 2 <br />TYP. 4" <br />COW, <br />502 <br />3" MIN. <br />COVER <br />H <br />FOOTINC7 DIMENSION 4 REINF. <br />NO. OF #5 <br />CONT BARS <br />ONE STORY <br />(2) <br />THO STORIES <br />Ii-bil <br />1011 <br />(3) <br />STEMNALL FOUNDATION <br />NOT TO SCALE <br />TYP. HALL CON5TRUC. <br />IN. 6RADE <br />MAIN FLOOR LINE AN <br />BARS CONT. REF. El 6�. 0'-0' <br />7� <br />7 7 7 <br />77, <br />7 <br />.31, MIN. <br />CLEANED, COMPACTED, 4 <br />GOVER <br />TERMITE TREATED FILL <br />ONLY USE MONOLITHIC FOOTIN(9 <br />FOR MAX DIFF. OF 20" BETHEEN <br />EX15TIN67 6RADE TO FIN15H FLOOR <br />KNOCKOUT BLOCK <br />W/ (1) 45 DIAM. <br />PRECAST LINTEL POURED SOLID <br />W1 (1) S DIAM. <br />FOIJRED SOL <br />DOUBLE <br />PERIMETER BEAII&INTELS PRECAST LINTEL 104OCKOUT BLOCK <br />OVER DOOR 4 WINDOWS LESS THAN W-W SPAN EACH W/ (1) IS <br />PIAM. POURED <br />SOLID <br />KNOCKOUT BLOCK KNOCKOUT BLOCK <br />W/ (1) s DIAM. W/ (2) 15 D IAM. <br />POURED SOLID F0UIqED ID <br />POUFJ7fl z It <br />SCOLID <br />(1) <br />PRECAST LINTEL PIWCAST CONC LINTEL F'RECAST CONC LINTEL <br />W-00 TO W-C" SPAN W-01" TO 25'-Om SPAN W-01"' TO W-01" SPAN <br />Ff D-C-41 Ffo--c-51 <br />NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PIRE-STREWED <br />PRECAST LINTEL FOR SPANS GREATER THAN W-411 <br />T14E K.O. BLOCK ABOVE THE LINTEL IS T14E MINIMUM REQUIRED. ADDITIONAL GROUT <br />FILLED CI"1U 5LOCX6 CAN BE INSTALLED 5ETUEEN THE K.O. BLOCK AND THE LINTEL FOR <br />HIGH REQUIREMENTS. T14E K.D. BLOCK ABOVE CAN BE T14E SAME AS THE WALL TIE <br />BEAM. <br />5D2 <br />LINTEL <br />NOT TO 50ALE <br />#5 IV IN 0EL.L POUREED <br />I El EIM-=7 EjEj El I <br />SEE FLOOR PLAN <br />_+T -14 <br />#50 <br />r4 <br />H <br />502 <br />TYPIGAL MA50NRY SHEAR HALL <br />NOT TO 5GALE <br />40 CONCRETE SLAB <br />HITH FIBERME5H <br />ep" x 6' CONC. <br />FT& H/ (1) #5 CONT <br />A55UMED 6RADE <br /><.O. OR U-BLOCK, TIE BEAM <br />H/ (1)-#5 BAR HORIZ. CONIT. <br />e UPPER 4 LOHER T.O.M. <br />#5 BENT BAR 25" EA. KAY <br />INTO HORIZ. TIE BEAM 4 <br />VERTICAL REINF <br />CEH <br />. <br />UPPER-T.O.M. <br />PER PLAN <br />. . .. . - . ..'. <br />(L- M_ <br />LONER T! M <br />PER PLAN <br />#5 13AR VERT. REINF. <br />IN FILLED CELL <br />A.- <br />-4 <br />1 <br />i el <br />STEPPED MASONRY TIE BEAM <br />NOT TO SCALE <br />502 <br />PRECAST CONC. LINTEL H/ <br />SEE SCHEDULE <br />(1) *5 BAR HORIZ. IN- <br />_T 64ROUTED P.C. LINTEL <br />4 MIN. <br />-5EARIN6 0 <br />EA. END <br />NOTE 2 5ELOPQ <br />(1) *5 BAR VERT REINF. <br />IN FILLED CELL ;i <br />NOTE- <br />1. EACH JAM5 OPENIN6 TO BE REINFORCED H/ <br />(1) #5 BAR VERT. IN CONC. FILLED GEI I <br />2. PRECAST LINTEL FOR OPENIN& 6REATER THAN OR EGAJAL <br />TO 6'-Om TO HAVE #5 BENT BARS INTO JAMBS AS SWHN <br />5. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EGAJAL. <br />KOF� <br />OOE TYPIGAL FREGAST LINTEL <br />NOT TO SCALE <br />VERTICAL REBAR CENTERED IN CELL <br />SEE PLAN FOR LOCATIONS. FILL CELL <br />V41TH COW_,RETE OR 64ROUT. PROVIDE <br />DOWEL TO MATCH VERTICAL REINF. <br />502 <br />NOMINAL <br />NOTES: <br />— REMOVE ALL MOTRV510NS EXTENDIN& 1/2" OR MORZ INTO <br />CELLS OR CAVITIESTO BE 6ROUTED. <br />— SPACES TO BE ISROUTED SHALL BE FREE OF MORTAR <br />DROWIW75, DE5RI5, L005E A66RE-6ATE5, 4 ANY MATERIAL <br />DELETERIOUS TO MASONRY &ROUT. <br />TYP. VERT. FILLED GELL <br />MASONRY REINF. DETAIL <br />NOT TO SCALE <br />PqER ENG. (TEMPERED 5L) <br />11 GONG. CURB <br />4" CONCRETE 5LAE3 <br />11 <br />-7. <br />HITH FIBERME!5H x all CON6. FTC <br />wl (1) #5 GONT. <br />FOOTIN& DIMENSION 4 REINF. 4 '1 t <br />NO. OF #5 <br />C,ONT BARS <br />ONE STORY 1211 11-511 (2) THIKENED SLAB EDOE <br />TP40 5TORIE5 -9111 1 1_511 (3) �P �2 NOT TO 5GALE (�N <br />5D2 <br />MONOLITHIG FOUNDATION <br />NOT TO 56ALE <br />SLAB fREGES5 5EGTION <br />NOT TO 50ALE <br />ND BEAM <br />-5LOCKm (TYP) <br />P VERT. FILLED CELL <br />REINF. DOPIEL W <br />BOND BEAM REINF. <br />BOND BEAM REINF. <br />1 <br />�4_ <br />FILLED CELL <br />NO BEAM <br />AT CORNER <br />TYPICAL FOR <br />CORNER BAR <br />KNOC9:MFMK. <br />4 FORM AND <br />GONTINUITY <br />POUR TIE BEAMS <br />OF TIE BEAM REINF. <br />AT GORNERS DETAILS <br />NOT TO 50ALE <br />REINF. (Typi <br />Ir <br />FOOTIN6 (5EE SHT. #2) <br />11 <br />FOR SIZE 4 TYPE) <br />E1 <br />CORNER BARS <br />VVERTICAL FILLED CELL <br />REINF. DONEL AT CORNERS <br />GONTINUITY OF REINF. IN FOOTINOS <br />NOT TO SCALE <br />MIN. b"EMBEDMENT H/ <br />2' 50. x 5/16" HASH. <br />(4 PER SIDE) $ AT <br />24" O.C. AT TOP <br />x CEDAR TRIM <br />EILf <br />2xb PT HOOD JAI-0-� <br />&ARASE DOOR CONSTR. <br />AS PER 6ARA6,E DOOR <br />MANUFS SPECIFICATIONS <br />OARAOE DOOR DETAIL <br />502 NOT TO SCALE <br />A or <br />PETAILIN9 DIMEN51ON <br />==3 <br />4d <br />2\41 <br />L <br />0 <br />< <br />DETAILINS DWlENSION <br />BAR <br />51ZE <br />1500 HOOK <br />c1O a HOOK <br />A or 6 <br />J <br />A or 6 <br />0 <br />#3 <br />5 <br />311 <br />21/411 <br />(oil <br />21/411 <br />#4 <br />bill <br />411 <br />311 <br />all <br />511 <br />#5 <br />-711 <br />511 <br />33/411 <br />loll <br />33/411 <br />#6 <br />all <br />.911 <br />41/211 <br />1211 <br />41/211 <br />#1 <br />1011 <br />-711 <br />51/411 <br />1411 <br />51/411 <br /># <br />1114 <br />all <br />bil <br />lbli <br />(oil <br />11 3/411 <br />q 1/2,, <br />1,411 <br />51 <br />#10 <br />1-111 <br />131/411 <br />lo31411 <br />2211 <br />lo31411 <br />STANDARD HOOK, <br />NOT TO 50ALE <br />IffIzAroto. <br />/V <br />S* <br />Wk <br />A. <br />.. ....... . <br />Ip, 11, <br />Pit. <br />- <br />0 <br />E <br />8 <br />0 <br />_j z <br />Lu <br />0 <br />w <br />0 N c <br />uJ <br />(D UJI <br />0 <br />0 � " .1 ". g <br />< <br />ui <br />9 <br />a_ <br />x <br />mu-�;v <br />014,11c <br />11. -111! <br />z 0 <br />0 <br />Dcg <br />�o <br />z <br />r- = LL <br />EL <br />LU <br />Z <br />0/ cy) <br />114 ,)Af <br />W <br />U*�;,%­- LL <br />(2n <br />0 <br />0 <br />_j <br />U) <br />a F> F <br />z <br />z CIA z <br />00 <br />0, W:,:: 0 <br />2 z <br />U) C,4 < <br />u_ <br />W, -0 <br />0 <br />X Z�_ w <br />I­W <br />0 z <br />< <br />� Ld <br />u- <br />w u- 0 <br />0 - <br />Z <br />0 in <br />Ln <br />ow 0w <br />W) z () <br />0 < 0 <br />0- gz <br />_j of > t <br />!L m Z <br />6 <br />< 0 in w <br />W m >� 0 <br />_j <br />w 0 -3 <br />w _j _j <br />z z <br />C, < 0 g w <br />w <br />M�Z< <br />0 <br />z <br />< =) 0 < <br />z X Ci <br />w w w <br />w m jj <br />w 0 w <br />Z D cn w _j <br />5 <br />w 0 <br />zwo _uj <br />< < <br />w w <br />Z-5 <br />CE F- <br />cn a in <br />b <br />z <br />Lu <br />z <br />0 <br />z <br />z <br />w <br />> <br />0 <br />L) <br />U) <br />_j <br />i <br />Lj_ <br />< <br />- <br />0 <br />w <br />0 <br />co <br />< <br />O_ <br />z <br />< <br />3f <br />U) <br />(D (-) <br />w <br />z <br />0 <br />09 <br />z <br />_j w <br />_j <br />< <br />_j <br />= _j <br />w <br />0 <br />Z) <br />F- <br />w <br />C) <br />< <br />c-4 <br />W 0 <br />U) <br />Li <br />FIRST ISSUE <br />12/04/13 <br />SECONDISSUE <br />THIRD ISSUE <br />FOURTHISSUE <br />ADDENDUM <br />1 <br />ADDENDUM <br />2 <br />ADDENDUM <br />3 <br />1 <br />REVISIONS <br />SEAL DATE <br />SHEET <br />SD2 <br />JL__ <br />