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1/L V 1 1 LL. tl VLV. <br />K.O. OR U-BLOGK TIE <br />BEAM W/ 1 #5 BAR GONT. <br />Ix4 NAILER 0 WINDOWS <br />I xb 0 5L. &L. DR. <br />WINDOW AND DOOR <br />AS PER <br />SPECIFICATIONS <br />1/2" GYP. BD. 0 WALLS <br />ON Ix2 PO. FURRIN6 <br />STRIPS 0 24" O.G. W/ <br />ALFOIL INSULATION <br />SEE FOOTING DETAILS <br />TH15 SHEET AND <br />FOUNDATION PLANS <br />PRE-ENGINEERED HIP. <br />ROOF TRU5SES 0 24" O.G. <br />SEE TRU55 NOTES FOR <br />REQUIRED CONNECTOR <br />METAL DRIP <br />EDGE <br />T.O.M. <br />----- - ------- <br />ELEV. VARIES <br />TYP. FASCIA d <br />SOFFIT <br />61, W. ROLLED <br />WIRE OR <br />FIBERSL. MESH <br />PRECAST GONG. <br />LINTEL 0 EA. MA5. <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 />5TD. HOOK (LAP MIN. <br />25" W/ VERT REINF. <br />BAR) <br />ARCHITECTURAL FIN15H <br />ON 8" G.M.U. WALL <br />----------------- MAIN FLOOR LINE <br />REF. ELEV. <br />TYP I GALL ONE STORY HALL SEGT I ON — <br />A ONE STORY <br />502 NOT TO 56ALE <br />FIN. FLOOR ON 4" GONG. <br />SLAB W/ bxb-WI.4 x NIA <br />W.W.M. (OR FIBERMESH) <br />GLEANED, COMPACTED $ <br />TERMITE TREATED FILL <br />TYP. WALL GON5TRUG. <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />dJ - <br />z_ <br />f <br />FIN.6RADE <br />LEANED, COMPACTED 4 <br />—' TERMITE TREATED FILL <br />cn 'Ik <br />3" MIN. <br />COVER <br />W <br />FOOTING DIMENSION 8 REINF. <br />W <br />D <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />Ib" <br />8" <br />(2) <br />TWO STORIES <br />1'-8" <br />1011 <br />(5) <br />STEMNALL FOUNDATION <br />NOT TO 5GALE <br />TYP. WALL CONSTRUC. <br />TYP. 4" <br />IN. GRADE <br />GONG. 5LAB---\ <br />MAIN FLOOR LINE _ <br />-- <br />BARS GONT.— REF. ELEV. 01-0" <br />3" <br />3 " MI <br />GLEANED, COMPACTED, 8 <br />COVE <br />R <br />TERMITE TREATED FILL <br />ONLY USE MONOLITHIC FOOTING <br />I„I <br />FOR MAX DIFF. OF 20" BETWEEN <br />EXI5TIN6 GRADE TO FIN15H FLOOR <br />FOOTING DIMENSION d REINF. <br />W <br />D <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />1211 <br />I1-8" <br />(2) <br />TWO 5TORIE5 <br />I1-61 <br />I'-811 <br />(3) <br />L MONOL I TH I G FOUNDATION <br />i172 NOT TO 5GALE <br />K.O. OR U-BLOCK TIE BEAM <br />W/ (1)-#5 BAR HORIZ. GONT. <br />KNOCKOUT BLOCK <br />0 UPPER LOWER T.O.M. <br />PRECAST LINTEL <br />W/ (1) 5 DIAM. <br />W/ (1) 5 DIAM. <br />POURED SOLID <br />#5 BENT BAR 25" EA. WAY <br />POURED SOLID <br />INTO HORIZ. TIE BEAM 8 <br />VERTICAL REINF. CELL <br />UPPER T.O.M. _ <br />PLAN <br />_ — — — _ _ _,,.. <br />PER <br />PERIMETER BEAM/LINTELS <br />PRECAST LINTEL <br />DOUBLE <br />KNOCKOUT BLOCK <br />l <br />LOWER T.O.M. - <br />--Ilk <br />OVER DOOR s WINDOWS <br />LESS THAN 4'-0" SPAN <br />EACH W/ (1) 5 <br />L _ _. <br />�_I : _ PER PLAN <br />Gi <br />C2 <br />DIAM. POURED <br />1 - <br />7SOLID <br />KNOCKOUT BLOCK <br />KNOCKOUT BLOCK <br />W/ (1) 5 DIAM. <br />W/ (2) 5 DIAM. <br />#5 BAR VERT. REINF. <br />POURED SOLID <br />POURED SOLID <br />i• <br />1 <br />IN FILLED CELL <br />PaaRED <br />G STEPPED <br />MASONRY TIE BEAM <br />SOLID <br />SD2 NOT TO 5GALE <br />PRECAST LINTEL <br />PRECAST CON_ LINTEL <br />PRECAST CONC LINTEL <br />L <br />W-O" TO V-0" SPAN <br />V-0" TO 25'-0" SPAN <br />9'-O" TO 25'-0" SPAN <br />SD2 <br />G3 G4 PG5 <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 5ETWEEN 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 />NJ <br />W <br />LINTEL <br />NOT TO 50ALE <br />#5 (P IN CELL POURED SOLID <br />IQ❑❑gip::: a�❑❑Q❑ M U [__1 El U� <br />SEE FLOOR PLAN <br />dop If <br />Q <br />II <br />H <br />502 <br />TYPIGAL MASONRY SHEAR HALL <br />NOT TO 5GALE <br />' <br />ND BEAM <br />"U-BLOCK" (TYP) <br />l <br />f <br />P VERT. FILLED CELL <br />REINF. DOWEL W/ <br />•- :I� <br />BOND BEAM REINF. <br />zv <br />BOND BEAM REINF. <br />T <br />FILLED CELL <br />ND BE <br />AT CORNER <br />CORNER BAR <br />TYPICAL. <br />d FORM AND <br />POUR TIE BEAMS <br />CONTINUITY <br />OF TIE BEAM REINS. <br />AT GOZNERS DETAILS <br />NOT TO SGALE <br />PRECAST GONG. LINTEL W/ It MIN. <br />SEE SCHEDULEBEARIN6 0 <br />EA. END <br />1 ' (1) #5 BAR HORIZ. IN 1 <br />64ZOUTED P.G. LINTEL I II TG. REINF. (TYP) <br />NOTE 2 II I �FOOTING (5EE SHT. #2) (I #5 BAR BELOWFORREINF I FOR 51ZE d TYPE) <br />IN FILLED CELL 2!v IIUA <br />NOTE: N a I CORNER BARS <br />I. EACH JAMB OPENING TO BE REINFORCED W/ _— <br />(1) #5 BAR VERT. IN GONG. FILLED CELL <br />2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL <br />TO 6'-0" TO HAVE #5 BENT BARS INTO JAMB5 AS SHOWN VVERTICAL FILLED CELL <br />3. PRECAST LINTELS SHALL BE REINF. DOWEL AT CORNERS <br />"GAST CRETE" OR EQUAL. <br />GONTI NU I TY OF REINF. IN EOOTI NC S <br />OOOE TYP I GA<L PREGAST LINTEL SD2 NOT TO 56ALE <br />SD2 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 />FM <br />O <br />NOMINAL <br />ND�: <br />—REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO <br />CELLS OR GAVITIESTO BE GROUTED. <br />— SPACES TO BE &ROUTED SHALL BE FREE OF MORTAR <br />DROPPIN65, DEBRIS, LOOSE A66RE&ATE5, d ANY MATERIAL <br />DELETERIOUS TO MA50NRY GROUT. <br />TYR VERT. FILLED GELL <br />J MASONRY REINF. DETAIL <br />502 NOT To scALE <br />HOWER ENG. (TEMPERED 6L) <br />11 GONG. CURB <br />4" GONGRETE SLAB <br />WITH FIBERME5H 8" x 8" GONG. FT6. <br />4" CONCRETE SLAB <br />WITH FIECRME5H <br />b" x 8" CONG. <br />FT6 W/ (I) #5 GONT <br />'' •' <br />,. .:A : • .:, ..�,: •., . � . : �� :., � :., <br />,. - <br />_ ,... <br />ASSUMED GRADE <br />j \/� j/\//\j/\j/\/ \/ \/�\/\\`/� - ':::. :,•.' . ' ":' •`.': , �,.` .. , . _, ; e` ".':..'.::: , <br />411 811 <br />�( <br />TH I KENED SLAB <br />EDC E <br />02 <br />NOT TO SGALE <br />j�( SLAB REGESS SEGTION <br />\iiiSD2 NOT TO 5GALE <br />MIN. 6" EMBEDMENT W/ <br />2" 50. x 3/16" WASH. <br />(4 PER SIDE) $ AT <br />24" O.G. AT TOP <br />x CEDAR TRIM <br />2xb PT WOOD JAMB-� <br />&ARA&E DOOR CONSTR. <br />AS PER &ARA6E DOOR <br />MANUF'S SPECIFICATIONS <br />Kl GARAGE DOOR DETAIL <br />5002 / NOT TO 5GALE <br />A or 6 <br />DETAILING DIMENSION <br />==3 <br />Q <br />b <br />;k OR 2\"MI <br />(DETAILING DIMENSION <br />1 <br />U <br />BAR <br />51 ZE <br />1 &00 HOOK <br />90 ° HOOK <br />Aor6 <br />1_1 <br />D <br />Aor6 <br />D <br />#3 <br />511 <br />311 <br />2 1/4" <br />611 <br />2 1/4'1 <br />#4 <br />111 <br />411 <br />311 <br />8,11 <br />311 <br />#5 <br />711 <br />5" <br />3 3/411 <br />loll <br />3 3/411 <br />#6 <br />g11 <br />6" <br />41/2" <br />1211 <br />41/211 <br /># 1 <br />10" <br />711 <br />5 1/411 <br />14" <br />5 1/411 <br />#5 <br />II" <br />511 <br />G11 <br />1611 <br />(oil <br />#q <br />1511 <br />II 3/411 <br />q 1/2" <br />ICI" <br />9 1/211 <br />#10 <br />1-11' <br />13 1/4" <br />10 3/4' <br />2211 <br />10 3/411 <br />rF STANDARD HOOK <br />SD2 NOT TO 5GALE <br />.` •• \ �` r <br />.ao <br />0 <br />8 <br />C� <br />Z <br />W <br />a o�N <br />o <br />1.1.. <br />L.L <br />d'� OC <br />m c � <br />�n W <br />V W <br />^ <br />V M N m N <br />U rn m <br />m <br />w <br />_Z62 <br />LL <br />m m N <br />0F�`°w� <br />Z U <br />O <br />o30� <br />Z <br />U <br />; L" c <br />a <br />11J <br />Z <br />co <br />141 <br />0A�� <br />A-, <br />r TK, <br />eCo.— <br />Ju. l.L <br />Q <br />o <br />o <br />J <br />EoQ <br />� <br />F- <br />z <br />Z N Z <br />Ow <br />Q <br />2z <br />0 <br />� Q <br />LL <br />> I.- cn <br />=Z=� <br />w = o <br />�� WW <br />_Q=w <br />�Z3p <br />OW 0z <br />=(F)v0 <br />pcn <br />Op zicn <br />�Wzv <br />wp <br />IL�JZ <br />Flap <br />Q0 (nw <br />W(L H <br />ft_J <br />� <br />U) J Z Z <br />zo <br />H <br />ww— <br />w>m0 <br />w <br />�wQ <br />_W°LL <br />��Q <br />WWO �aai <br />U <br />Z <br />U) <br />W <br />Z <br />C� <br />G <br />0 <br />U <br />Z <br />Q <br />w <br />0 <br />U <br />Q <br />0 <br />O <br />U) <br />J <br />ILL <br />0 <br />U) <br />Q <br />U) <br />C0 0 <br />Lli <br />� Z <br />0 <br />09 <br />z <br />J w <br />J <br />< <br />- J <br />C� <br />= w <br />� <br />U <br />W c14 <br />O <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 />SD2 <br />