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1/L V 1 1 LV. r Vl—V. <br />K.O. OR U-BLOCK TIE <br />BEAM W/ 1 #5 BAR GONT. <br />Ix4 NAILER • WINDOWS <br />Ixb ® 5L. 6L. DR. <br />WINDOW AND DOOR <br />AS PER <br />SPECIFICATIONS <br />1/2" 6YP. BD. ® WALLS <br />ON Ix2 HP. FURRING <br />STRIPS ® 24" O.G. W/ <br />ALFOI L INSULATION <br />SEE FOOTING DETAILS <br />THI5 SHEET AND <br />FOUNDATION PLANS <br />PRE-EN6INEERED W. <br />ROOF TRUSSES 0 24" O.G. <br />SEE TRU55 NOTE5 FOR <br />REQUIRED CONNECTOR <br />METAL DRIP <br />EDGE <br />T.O.M. — <br />- — — ELEV. VARIES — <br />TYP. FASCIA 4 <br />SOFFIT <br />6" W. ROLLED <br />WIRE OR <br />FIBER&L. MESH <br />PRECAST GONG. <br />LINTEL • EA. HAS. <br />WALL OPN6. - REFER <br />TO LINTEL SCHEDULE <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE BEAM <br />ABOVE <br />#5 BAR DOWEL W/ 10" <br />5TO. HOOK (LAP MIN. <br />25" W/ VERT REINF. <br />BAR) <br />ARGHITEGTURAL FINISH <br />ON &" G.M.U. WALL <br />MAIN FLOOR LINE <br />E <br />REF. ELEV. O'-0" <br />TYPIGAL ONE STORY HALL SEGTION — <br />ONE STORY <br />5D2 NOT TO SCALE <br />FIN. FLOOR ON 4" GONG. r <br />SLAB W/ bxb-WIA x WIA <br />W.W.M. (OR FIBERMESH) <br />GLEANED, COMPACTED 6 <br />TERMITE TREATED FILL]/\ij. <br />v <br />m <br />3" MIN. <br />COVER <br />W <br />502 <br />TYP. 4" <br />GONG. ! <br />5D2 <br />TYP. WALL CON5TRJG. <br />-MAIN FLOOR LINE — <br />REF. ELEV. 01-0" <br />a <br />a <br />Z <br />E <br />FIN. 6RADE <br />LEANED, COMPACTED d <br />TERMITE TREATED FILL <br />0 <br />FOOTING DIMENSION 4 REINF. <br />W <br />D <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />16" <br />8" <br />(2) <br />TWO STORIES <br />I'-8" <br />1011 <br />(3) <br />5TEMNALL FOUNDATION <br />NOT TO SCALE <br />TYP. WALL CON5TRUG. <br />IN. 6RADE <br />MAIN FLOOR LINE _ _ <br />- Y — dJ BARS GONT.— — REF. EL 0I-011 <br />• — f : <br />\, tjy B <br />\ \ <br />GLEANEDCOMPACTED d <br />311 1 I ' , <br />GO TERMITE TREATED FILL <br />ONLY USE MONOLITHIC, FOOTING <br />1„1 FOR MAX DIFF. OF 20" BETWEEN <br />EXI5TIN6 GRADE TO FINISH FLOOR <br />H <br />502 <br />KNOCKOUT BLOCK <br />PRECAST LINTEL Wt (1) 45 DIAM. <br />W/ (1) 5 DIAM. POURED SOLID <br />POURED SOLID <br />7 <br />DOUBLE <br />PERIMETER BEAM/LIRMLS PRECAST LINTEL KNOCKOUT BLOCK <br />OVER DOOR 4 WINDOWS LESS THAN 4'-V" SPAN EACH W/ (1) 5 <br />GI ® DIAM. POURED <br />SOLID <br />KNOCKOUT BLOCK KNOCKOUT BLOCK <br />W/ (1) 5 DIAM. W/ (2) 5 DIAM. <br />POURED SOLID 7 POURED SOLID <br />i. <br />SOLID <br />(1) 5a lt) 50 <br />PRECAST LINTEL PRECAST CONC LINTEL PRECAST CONC LINTEL <br />4'-V" TO V-01" SPAN V-m" TO 25'-®" SPAN 9'-V" TO 25'-0" SPAN <br />FF_C_3 G4 G5 <br />NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PRE -STRESSED <br />PRECAST LINTEL FOR SPANS GREATER THAN 14'-4" <br />THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. ADDITIONAL GROUT <br />FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN THE KO. BLOCK AND THE LINTEL FOR <br />HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE <br />BEAM. <br />502 <br />LINTEL <br />NOT TO 50ALE <br />#5 0 IN CELL POURED SOL <br />SEE FLOOR PLAN <br />TYPICAL MASONRY SHEAR HALL <br />NOT TO SCALE <br />4" GONCRE I SLAB <br />WITH FIRE <br />a" x 6' GONG. <br />5 W/ (1) #5 GONT <br />►SUMED GRADE <br />ME <br />G <br />5D2 <br />K.O. OR U-BLOCK TIE BEAM <br />W/ (I)-05 BAR HORIZ. CONT. <br />0 UPPER i LOWER T.O.M. <br />#5 BENT BAR 25" EA. WAY <br />INTO HORIZ. TIE BEAM d <br />VERTICAL REINF. CELL <br />UPPER T.O.M. _ <br />PER PL <br />AN— <br />LOWER T.O.M. _ <br />PER PLAN <br />#5 BAR VERT. REINF. <br />IN FILLED CELL <br />STEPPED MASONRY TIE BEAM <br />NOT TO SCALE <br />D <br />5D2 <br />PRECAST LONG. LINTEL W/ <br />SEE SCHEDULE <br />5D2 <br />(1) #5 BAR HORIZ. IN-/ <br />&ROUTED P.G. LINTEL <br />NOTE 2 BELOW) <br />(1) #5 BAR VERT REINF <br />IN FILLED CELL <br />4 MIN. <br />-BEARING O <br />EA. END <br />NOTE: <br />I. EACH JAMB OPENING TO BE REINFORCED W/ <br />(1) #5 BAR VERT. IN GONG. FILLED CELL <br />2. PRECAST LINTEL FOR OPENING 6REATER THAN OR EQUAL <br />TO 6'-0" TO HAVE #5 BENT BARS INTO JAM35 AS SHOWN <br />3. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EQUAL. <br />TYPICAL PRECAST LINTEL <br />NOT TO 5GALE <br />VERTICAL REBAR CENTERED IN CELL <br />SEE PLAN FOR LOCATIONS. FILL CELL <br />WITH CONCRETE OR GROUT. PROVIDE <br />DOWEL TO MATCH VERTICAL REINF. <br />HII <br />a� <br />9 II_Aq -1 <br />NOMINAL <br />yOE.Oy : <br />—REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO <br />CELLS OR GAVITIE5TO BE 6ROUTED. <br />— SPACES TO BE 6ROUTED 5HALL BE FREE OF MORTAR <br />DROPPIN65, DEBRIS, L005E A6GRE&ATE5, i ANY MATERIAL <br />DELETERIOUS TO MASONRY &ROUT. <br />TYP. VERT. FILLED DELL <br />J MASONRY REINF. DETAIL <br />502 NOT TO SCALE <br />OWER ENG. (TEMPERED 6L) <br />4" GONGRETE SLAB "GONG. CURB <br />WITH FIBERME5H " x 6" GONG. FT6. <br />w/ (1) #5 GONT. <br />FOOTING DIMEN51ON a REINF. <br />W D NO. OF #5 <br />GONT BARS <br />ONE STORY 1211 I'-8" (2) M TH I KENED SLAB EDGE <br />TWO 5TORIE5 I'-&" I'-w (3) D2 NOT TO SCALE N <br />502 <br />MONOLITHIC, FOUNDATION <br />NOT TO 50ALE <br />SLAB REGE55 SEGTION <br />NOT TO 50ALE <br />jpE <br />zv <br />F <br />— <br />5D2 <br />" <br />NO BEAM <br />' <br />'U-BLOCK" (TYP) <br />j <br />I` <br />P VERT. FILLED CELL <br />REINF. DOWEL W/ <br />�- W <br />BOND BEAM REINF. <br />z v •I <br />1.1 <br />BOND BEAM REINF. <br />FILLED CELL <br />ND BEAM <br />AT CORNER <br />TYPICAL FOR <br />i FORM AND <br />CORNER BAR <br />KNOCK:5UT_EVZ. <br />POUR <br />GONTINUITY <br />TIE BEAH5 <br />OF TIE BEAM REINF. <br />AT CORNERS DETAILS <br />NOT TO 50ALE <br />T6. Row. (TYP) <br />FOOTING (SEE SHT. #2) <br />II Ii FOR SIZE i TYPE) <br />CORNER BARS <br />VVERTICAL FILLED CELL <br />REINF. DOWEL AT GORNER5 <br />CONTINUITY OF REINF. IN FOOTINGS <br />NOT TO SCALE <br />oJr <br />2xb PT WOOD JAMB <br />6ARA6E DOOR CONSTR. <br />AS PER GARAGE DOOR <br />MANUF'S 5PEGIFIGATIONS <br />MIN. 6" EMBEDMENT W/ <br />2' 50. x 3/16" WASH. <br />(4 PER SIDE.) $ AT <br />24" O.G. AT TOP <br />A x CEDAR TRIM <br />Kl OARA6E DOOR DETAIL <br />5D2 NOT TO SCALE <br />A or G <br />DETAILING DIMEN51ON v I <br />—=3 <br />QT- <br />14d b�� <br />OR 2\"MI <br />DETAILIN6 DIMENSION <br />BAR <br />SIZE <br />1500 HOOK <br />90° HOOK <br />Aor6 <br />O <br />Aor6 <br />D <br />#3 <br />5„ <br />311 <br />2 1/411 <br />roll <br />2 I/411 <br />#4 <br />6„ <br />411 <br />311 <br />all <br />301 <br />#5 <br />-1" <br />5" <br />3 3/411 <br />1011 <br />3 3/411 <br />#6 <br />g" <br />6" <br />41/211 <br />1211 <br />41/211 <br /># 1 <br />1011 <br />5 1/4" <br />1411 <br />5 1/4" <br />#g <br />11" <br />8" <br />roil <br />1611 <br />6l1 <br />#q <br />1511 <br />II 3/4" <br />9 I/2° <br />Iq" <br />q 1/211 <br />#10 <br />1-111 <br />13 1/4" <br />lo31411 <br />2211 <br />10 3/4" <br />P STANDARD HOOK <br />SD2 NOT TO SCALE <br />-o <br />N <br />!�o <br />J///Ilii <br />f <br />1' INN G I /V F+ <br />�N•I. <br />� <br />. f�jri <br />C7 <br />J ZFt <br />w <br />N <br />g <br />2 A O N <br />W <br />W <br />i �m <br />u"m <br />w <br />f•- Z <br />a <br />� <br />mLLm�m� <br />° � ;; � W id <br />z (D <br />o <br />�89 v <br />Z <br />U <br />a <br />Q. <br />W <br />Z <br />m <br />w n <br />ul _J <br />LL <br />w <br />O cp <br />Qv 1,Q cr <br />^�yyae <br />,' o <br />J <br />EQQ <br />:n <br />� <br />pow <br />z <br />Z N z <br />O p <br />� w <br />oWp <br />�a <br />Q p~w <br />_ <br />== w <br />=ZF� <br />— ag u <br />HLL OZ <br />0 <br />Q Z s p <br />W 0 <br />0 Z p <br />J (n <br />Hw00 <br />LL p J Z <br />w° <br />0 <br />PTa6 <br />Q L n W <br />Wa} � <br />�J <br />WF-l 0-5 <br />QZ Zp <br />pz'G � <br />wo <br />_ <br />W=—uj <br />w <br />��Qm <br />WLL <br />W O <br />; F(K = <br />_n(np <br />wF-LL <br />QIWn <br />U <br />Z <br />_W <br />H_ <br />Z <br />0 <br />U <br />Z <br />Q <br />Z <br />w <br />0 <br />U <br />Q <br />I..L <br />O <br />v/ <br />J <br />LL <br />0 <br />(n <br />0 <br />Q <br />- <br />U <br />U <br />F Z <br />0 <br />og <br />Z <br />J w <br />< <br />= J <br />C� <br />w <br />U <br />w c14 <br />O <br />Li <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />THIRD ISSUE <br />FOURTH ISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />3 <br />REVISIONS <br />SEAL DATE <br />SHEET <br />