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f'c = 3000 psi <br />f'c = 4000 psi <br />BAR <br />SIZE <br />Ld <br />OTHER BARS <br />LAP SPLICE <br />TOP BARS <br />LAP SPLICE <br />Ld <br />OTHER BARS <br />LAP SPLICE <br />TOP BARS <br />LAP SPLICE <br />#3 <br />16" <br />21 <br />28" <br />14 <br />18 <br />24" <br />#4 <br />22" <br />28" <br />37" <br />19" <br />25" <br />32" <br />#5 <br />27" <br />36" <br />'46" <br />24" <br />31" <br />40" <br />#6 <br />33" <br />43" <br />56" <br />28" <br />37" <br />48" <br />1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR <br />DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING <br />AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. <br />2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE <br />CAST BELOW THE BAR. <br />3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. <br />4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. <br />5. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. <br />HOOK A or G <br />O <br />(+ <br />4db or <br />2 1/2" Min. <br />STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK <br />D = FINISHED INSIDE BEND DIAMETER <br />BAR SIZE <br />D <br />STANDARD 180 DEGREE HOOK <br />STANDARD 90 DEGREE HOOK <br />D <br />A OR G <br />J <br />BAR SIZE <br />D <br />A OR G <br />3 <br />6db <br />21 4" <br />5" <br />3" <br />#3 <br />21 4" <br />6- <br />#4 <br />6db <br />3" <br />6" <br />4" <br />#4 <br />3" <br />8" <br />5 <br />6db <br />3 3/4- <br />7" <br />5" <br />#5 <br />3 3/4" <br />10" <br />6db <br />41 2" <br />8" <br />6" <br />#6 <br />41 2" <br />1'-0" <br />0 TYPICAL LAP SPLICE SCHEDULE lyl <br />�—GRADE A r—RIM JOIST <br />IC II � It 11 <br />nrl nn <br />ICI ICI <br />uu uIi <br />II II U 11 <br />f, II <br />1.5 H <br />#4 AT B.Q. WALL <br />(2) #4 AT FTG. — <br />CALE: 3/4" = 1'-0" T <br />© TYPICAL STEPPED FOOTING <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />P.T. SILL PLATE PER SHEARWALL <br />(2) #5 CONT. SCHEDULE <br />�z <br />w ¢ w ¢ <br />II <br />111 91r d <br />o � `I°. <br />aa• e. e'�- �a• d . <br />_L�IIII— <br />_� <br />11 MAT FNDN PARTY WALL @GARAGE <br />16 NOT USED <br />I <br />STANDARD HOOK DETAILS <br />P.T. SILL PLATE <br />FINISH GRADE <br />0 <br />"ONT. <br />Z =1 ( - <br />, I -I <br />x ao , o <br />FOUNDATION DRAIN I I II <br />RE: CIVIL (MAY <br />OMIT PER GEOTECH) <br />#5 @ 16" ALT. HOOK <br />V SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />PER SHEARWALL <br />SCHEDULE <br />12" MAT FOUNDATION <br />III. .. <br />Ila v v o <br />QCb <br />d d I a <br />d <br />d <br />#5 @ 12" O.C. <br />1'-0" " E.W. T&B <br />MIN <br />#5@12" O.C. <br />NOTE: 2'-0" <br />OMIT WALL & CURB @ <br />GARAGE DOOR OPN'G, <br />07 TYP. EXTERIOR FOOTING <br />SCALE: 3/4" = 1'—O" <br />12 <br />NOT USED <br />POST PER PLAN — LOCATE <br />PER ARCHITECTURAL <br />PROVIDE ABU POST BASE OR <br />EQUIV. AT STRUCTURAL POST <br />SEE ARCHITECTURAL FOR <br />COLUMN WRAP INFORMATION <br />PORCH SLAB —, <br />B: LLEVA IION C: SECTION <br />SCALE: 3/4" = 1'—O" <br />17 POST AT PORCH STEM WALL <br />6db for #3, #4, #5 <br />12db for #7, #8 <br />0 0 <br />C0 0 <br />' o <br />mg mg mg <br />0 0 0 <br />z db z db z db <br />¢ ¢ ¢ <br />0 O p O 0 O <br />1/8" x 1 1/2" PREMOLDED CONTINUOUS <br />�'3 6 MAS11C JOINT STRIP OR PREMOLDED <br />SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT <br />SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE <br />AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT <br />(TYP.) DAMAGE TO SURFACE. <br />•. a.. • 94'' a <br />90 DEGREE <br />STIRRUP HOOKS/TIES <br />6db for #3, 14, #5 <br />135 DEGREE 12db for #6, #7, #8 <br />STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES <br />D = FINISHED INSIDE BEND DIAMETER <br />STIRRUP HOOKS IIES SEISMIC STIRRUP TIE <br />BAR SIZE <br />D <br />D <br />90 DEG. <br />135 DEG. <br />135 DEG. SEISMIC HOOK <br />A OR G <br />A OR G <br />APPROX. H <br />A OR G <br />APPROX. H <br />3 <br />4db <br />1 1/2- <br />4" <br />4 <br />2 1/2' <br />4 1 4 <br />3" <br />4 <br />4db <br />2" <br />41 2" <br />41 2" <br />3" <br />41 2 <br />3" <br />5 <br />4db <br />2 1/2" <br />6" <br />5 1/2" <br />3 3/4' <br />5 1/2- <br />3 3/4" <br />6db <br />4 1 2" <br />1'-0" <br />7 3/4 <br />4 1/2" <br />7 3 4" <br />4 1/2- <br />STIRRUP and TE HOOK <br />DETAILS <br />P.T. SILL PLATE <br />(2) #5 CONT. <br />FINISH GRADE <br />�z <br />II,^ <br />(2) #5 CONT, <br />O° 1Po, <br />FOUNDATION <br />DRAIN RE: CIVIL <br />#5 @ 16" ALT. HOOK <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />PER SHEARWALL <br />SCHEDULE <br />GMAT FOUNDATION <br />a v <br />o <br />f <br />(—I <br />° <br />� <br />#5 @ 12" O.C. <br />1'-0" <br />" <br />E.W. T&B <br />MIN <br />#5012" O.C. <br />NOTE: <br />2'-0" <br />OMIT WALL & CURB @ <br />GARAGE DOOR OPN'G. <br />�8 TYP. GARAGE FOOTING <br />V <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />P.T. SILL PLATE <br />PER SHEARWALL <br />SCHEDULE <br />(2) #5 CONT. <br />#5@18" O.C. <br />UNIT SLAB <br />270 2'-0 <br />a. . <br />o <br />a,— a <br />d. <br />d ° <br />a a <br />it <br />z <br />J <br />Q \d <br />° <br />GARAGE SLAB <br />CQ�a' ' ' <br />v d. <br />& <br />.° <br />a <br />- .I <br />aCD <br />d° <br />SLOPE PER ARCH <br />_ ° !0 e <br />_ <br />1 <br />CUT 'ALT. WIRES COMPACTED JUBGRADE AND <br />AT JOINT GRANULAR FILL <br />RE: GEOTECHNICAL ENGINEER'S <br />VAPOR BARRIER RECOMMENDATIONS <br />RE: GEOTECHNICAL ENGINEER <br />(6 MIL. MIN.) <br />PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO <br />BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR <br />LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE <br />ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. <br />SCALE: NONE <br />4 TYPICAL SHRINKAGE CONTROL JOINT (S.J. <br />POST PER PLAN POST BASE <br />4X4 ABU44 <br />4X6 ABU46 <br />6X6 ABU66 <br />6X8 <br />OST PER PL <br />ER ARCHITEI <br />OST BASE <br />2" SQUARE <br />ONC. PLINTH <br />1 (2) #4 BOTTOM <br />PER PLAN EA. WAY 11-0" CON] <br />A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING <br />SCALE: 3/4" = 1'—O" <br />0 TYPICAL POST BASE <br />P.T. SILL PLATE <br />#5@18" O.C. <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />2'-0" Fo" <br />PER SHEARWALL <br />SCHEDULE <br />#4@18" O.C. <br />(2) #5 CONT. <br />2'-0" <br />1'-0" <br />UNIT SLAB <br />S.O.G. <br />—A—' <br />(SLOPE PER ARCH) <br />ad <br />. ____ a�..� <br />d <br />.=e <br />a -/ • •�- <br />v <br />co I I <br />a <br />' <br />z <br />I I.illll) <br />(°d• ea d <br />#5012" O.C. #5@12" O.C. <br />EW T&B — — — <br />d* _ _ _ EW T&B <br />MIN #5@12" O.C. MIN" <br />#5@12" O.C. EW T&B <br />2'-0„ <br />2— 0 <br />13 TYP. GARAGE TO UNIT MAT FNDN TRANSITION 14 <br />CURB BEYOND <br />8. <br />HOOK TOP BAR <br />@ GARAGE <br />PAVING. SLOPE r-- <br />AWAY PER CIVIL. <br />GARAGE <br />SLAB <br />d •-° <br />a <br />. " OOI <br />.4. C.@12EW T&B <br />1;1 <br />—2" <br />MIN #5@12 O.C. <br />2'-0" <br />1'-0_1� <br />SCALE: 3/4" = 1'-0" <br />18 SECTION AT GARAGE <br />Imi''ii <br />2'-0" <br />TYPICAL PORCH SLAB TO UNIT <br />NOT USED <br />SECOND POUR FIRST POUR <br />SEE PLAN FOR BURKE "KEYED KOLD" JOINT. <br />SLAB THICKNESS STOP REINFORCING CLEAR OF <br />AND REINFORCING JOINT EACH SIDE. <br />(TYP.) -- ---� <br />I COMPACTED SUBGRAIDE AND <br />GRANULAR FILL <br />RE: GEOTECHNICAL ENGINEER'S <br />VAPOR BARRIER RECOMMENDATIONS <br />RE: GEOTECHNICAL ENGINEER <br />(6 MIL. MIN.) <br />PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO <br />BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR <br />LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE <br />ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. <br />SCALE: NONE <br />5 TYPICAL CONSTRUCTION JOINT (C.J.) <br />1" AIRSPACE (TYP) <br />P.T. SILL PLATE <br />o' <br />44 <br />° <br />.. — a <br />. <br />—rt- a. <br />ae• c G a a 'a <br />a <br />coa <br />t'VCb <br />�_ °•. _ <br />i...l 1I- <br />5 @ 12" O.C. P.T. SILL PLATE a- w z <br />T&B (TYP) � a <br />a Q <br />d <br />a <br />_ � d v a• _• a �• a - <br />a a v'4c 4 a <br />a <br />ce <br />-r I II I II I II -1 I II I I; a .a � 4 vlal <br />. Q. <br />1— <br />A: SINGLE WALL C: SINGLE WALL W/STEP <br />10 TYP. THICKENED SLAB <br />SHEATHING, NAILING AND <br />ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE <br />P.T. SILL PLATE <br />(2) #5 CONT. #5 @ 12" O.C. <br />V-0" <br />�Z <br />a � I <br />I <br />to <br />\1II11 <br />; <br />v I <br />, a aI <br />rl <br />° •a mall• .° 4q. ° <br />#5@12" O.C. <br />2'-0" <br />2'-0" �� CZ —.I11-111= <br />' <br />1:1 <br />15 TYPICAL BUILDING STEP <br />PER ARCH <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />12" SQ PLINTH W/ (4)#5 PER SHEARWALL <br />VERT & (2) #4 EW TOP P.T. SILL PLATE <br />(2) #5 CONT. <br />#5@18" O.C. <br />2'-0- 2'-0" <br />_ e <br />..d O <br />00 <br />7-t <br />_ —4 <br />rL- d a I, <br />.a <br />1 a <br />°' a <br />'16Y�4�� <br />lo" <br />*7 <br />GRD BM <br />FTG PER PLAN (2)#5 TOP <br />(2)#5 @ GRADE BEAM (2)#5 BOT <br />TOP AND BOT <br />SECTION AT BALCONY POST <br />20 FTG & GRADE BEAM TIE-IN <br />0 <br />0 <br />CID <br />v <br />U <br />Z <br />U <br />rn Gy <br />N CO <br />0 <br />CO 1,0 <br />0 <br />Q) Ln <br />CO <br />CQ <br />N <br />0 <br />W <br />O o C\2 <br />LO <br />U Ln <br />co <br />z C\2 <br />4� co 0 <br />cn Cz <br />U <br />ti <br />f� o <br />jcj <br />o <br />0 <br />\ <br />z <br />u- <br />Q <br />Q <br />o <br />rii <br />a <br />w <br />cj <br />L0 <br />•- <br />it <br />O <br />CD <br />n <br />0 <br />F <br />l^�l, <br />o <br />V� <br />O <br />ct <br />w <br />cp <br />V <br />cl <br />v <br />Ir 1T lI <br />1r _�,I <br />S600 <br />