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II■ <br />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 />#33 <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 />33" <br />43" <br />56" <br />28" <br />.37" <br />48" <br />SECOND POUR FIRST POUR <br />1 /8" x 1 1 /2" PREMOLDED CONTINUOUS <br />MASTIC JOINT STRIP OR PREMOLDED <br />SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT <br />SEE PLAN FOR BURKE "KEYED KOLD" JOINT. <br />SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE <br />SLAB THICKNESS STOP REINFORCING CLEAR OF <br />AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT <br />AND REINFORCING JOINT EACH SIDE. <br />(TYP.) DAMAGE TO SURFACE. <br />(rn'•) <br />- .ram T tea- ter. • fir.■ - - <br />�'b� .L - .a•. ..a ..�. - �...� �.. I.S. �.•�r �: <br />• < •. <br />:ti;r'�.x h�1. `t.'" ..�i'"f �'•'-?•=.i;F.trr.a <br />777, <br />..!y.ti. s., '1.. •'•4E.. .`Y. .••r:,Tp <br />CUT ALT. ORES COMPACTED SUBGRADE AND L- COMPACTED SUBGRADE AND = �- - - - - - \ <br />1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR AT JOINT GRANULAR FILL GRANULAR FILL <br />RE: GE01ECHNICAL ENGINEER'S CAL ENGINEER'S <br />DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING RE. RECOMMENDATIONS <br />AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � � � <br />RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER <br />2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE (6 MIL MIN.) SAND RE: GEOTECHNICAL ENGINEER (6 MIL MIN.) SAND RE: GEOTECHNICAL ENGINEER ` <br />CAST BELOW THE BAR. <br />3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO 1'-5" <br />BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR 4 AT B.Q. WALL <br />4. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. # <br />JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. (2) #4 AT FTG. <br />SCALE: NONE SCALE: NONE / T <br />SCALE: 3/4" = 1'-0" <br />1 TYP. LAP SPLICE SCHEDULE 2 TYP. SHRINKAGE CONTROL JOINT S.J. 3TYPICAL CONSTRUCTION JOINT C.J. TYPICAL STEPPED FOOTING 5 NOT USED <br />4 <br />BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT <br />PLYWOOD EDGE NAILING (P.E.N.) PLYWOOD EDGE NAILING (P.E.N.) SHEATHING, NAILING, AND ANCHOR WALL PLATE NAILING PER UPPER WALL: <br />SHEATHING, NAILING, AND ANCHOR BOLTS PER SHEARWALL SCHEDULE SCHED. FOR UPPER WALL BEARING/SHEAR WALL <br />NON-STRUCTURAL MATERIAL BOLTS PER. SHEARWALL SCHEDULE PLYWOOD SHEATHING TO MATCH POST PER PLAN LOCATE PER PLAN AND SCHEDULE <br />(P6 MIN. U.N.O.) WALL ABOVE (P6 MIN. U.N.O.} <br />PER ARCHITECTURAL FLOOR NAILING PER <br />CONC. SLAB AT SIM. 2X/3X NON -TREATED PLATE PER STRUCTURAL NOTES <br />STUB OUT REINF. INTO SLAB. (EACH SHEARWALL SCHED. W/ 11/16" DIA P.E.N. PER UPPER WALL <br />�. �LEG MIN 1'-0") 0 24" O.C. PLYWOOD EDGE NAILING (P.E.N.) HOLES FOR A. BOLTS PROVIDE ABU POST BASE P.E.N. PER UPPER WALL <br />N / ' 1 P.T. PLATE W/ 1" DIA. HOLES OR EQUIV. PER PLAN <br />" N _ " FOR A. BOLTS. <br />SUBFLOOR. EL 0'-0' SUBFLOOR. EL. 0 -0 <br />_ PATIO SLAB <br />e _I <br />FINISH G DE °° - _ - IFS x j GARAGE SLAB <br />�.—� N <br />FRAMING PER PLAN 'ii <br />FLOOR FRAMING � I <br />2X4 0 16" O.C. PONY WALL FOR FINISH G DE °EMI . PER PLAN <br />M �II I'I JOIST SUPPORT W 1 4" DIA. X 3" _ _ •`��� (1) #4 HOR. CONT. AT T.O.W. � Q Z <br />/ f" =1 I I —I 11-1 I Q " <br />" LONG DRIVE PINS AT 36 O.C. ' f I f=1 I I; III. a BLKG. 0 48 <br />" z 1=I Al.l#�4• VERT. 0 1 S O.C. � <br />a la o M :l i� - I, W/ STD. HOOK I SEE 7 THIS SHEET <br />—I I REINFORCING <br />a0 C? ° J °. a ap V ° °: a <br />" " PER LAN PER PLAN PER LAN <br />�I (01 <br />A -I, �,I I-� � � �I I �1 � 11 I I.� I , <br />SEE DETAIL 7 THIS SHEET FOR TIGHTLINE DRAIN RE: ARCH. POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING <br />8" BALANCE. 8" <br />1'-4" FOUNDATION DRAIN RE: ARCH. 1'-4" <br />(1) #4 HOR. CONT. <br />A: T.O.C. -12 1 /4" B: T.O.C. -3" <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />6 TYP. FOOTING(FRAMING PERP.)7 TYP. EXT. FOOTING DETAIL(PERPENDICULAR)8 NOT USED 9 POST BASE 10 TYPICAL FOOTING(FRAMING PARALLEL) <br />SCALE: 3/4' = 1'-0" <br />11 <br />1I DERIA <br />BLOCKING <br />POST PER PLAN <br />LOCATE PER ARCH. <br />(SEE ARCH. FOR <br />COLUMN WRAP INFO.) <br />FINISH <br />GRADE co <br />POST AT PORCH <br />ABU POST BASE <br />OR EQUIV. <br />PORCH SLAB <br />FOOTING, WALL & REINF. <br />PER 7 THIS SHEET <br />1Od AT 6/12" O.C. <br />PER STRUCTURAL NOTES <br />(3) 8d TOENAIL EACH <br />BLOCK <br />0 <br />FULL DEPTH <br />BLOCKING <br />NOT USED <br />10d AT 6/12" O.C. <br />PER STRUCTURAL NOTES <br />(3) 8d TOENAIL EACH <br />BLOCK <br />0 <br />DOUBLE JOIST - <br />JOIST PER PLAN (TYP.) <br />PLYWOOD <br />NOT USED <br />BEARING AND/OR SHEAR <br />WALL PER PLAN <br />PLATE NAILING - SEE <br />SHEAR WALL SCHED. <br />RIM TO TOP PLATE CONNECTION <br />PER SHEARWALL SCHEDULE <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />PER SHEARWALL <br />SCHEDULE <br />(1) 14 CONT. 2X/3X PLATE W/ 11 /16" <br />FINISH GRADE DIA. HOLE (NON -TREATED) <br />1X P.T. HEM -FIR PLATE <br />W/ 1" DIA. HOLE <br />0 I — <br />=III I I <br />00 ME <br />Q <br />z <br />1 <br />co <br />FOUNDATION <br />DRAIN " jj00 <br />BY OTHERS <br />8" <br />SEE DETAIL 7 THIS SHEET FOR <br />1'-4" BALANCE. <br />SCALE: 3/4" = 1'-0" <br />4 TYPICAL GARAGE FOOTING <br />HOLDOWN POST PER <br />PER PLAN --\ HOLDOWN SCHEDULE <br />PjZ <br />PLYWOOD <br />w <br />w <br />STUD WALL BEYOND <br />I ' I <br />/4 NOSING I I <br />#a Bart I I <br />SLOPE <br />44 <br />'ll=lllll'� � jll�� <br />APRON THICKNESS TO <br />ACCOMMODATE PAVING <br />SUBGRADE <br />STEMWALL AND � I <br />FOOTING BEYOND L J <br />PER PLAN $- <br />SCALE: 3/4" = 1'-0" <br />15 TYPICAL GARAGE APRON <br />HOEDOWN PER PLAN <br />6" 1 <br />PAVING <br />� THICKENED FOOTING <br />AT HOLDOWN <br />LENGTH TO BE 2X <br />.._ _ EMBED. DISTANCE <br />BEAM PER PLAN THREADED ROD <br />IAATCHEBPEAIA WIDTH SIZE TO + _ r z PLAN PTYP. I III I I I I � ) <br />SIMPSON AC EA. SIDE (OR) JOIST (TYP.) <br />- T� - - T� - - - - 2X 3X PLATE W 11 16' <br />i 'r i, �i THREADED CIXIPLER Z DIA. HOLE NON -TREATED <br />� � SHEATHING, NNIJNG, AND � CONTINUE POST I I I I I I 1X P.T. HEM -FIR PLATE <br />�MPSON A24 OR EWIVALENT <br />' 2x a�SSEr En. SIDE W/ Z z I I I I I I ( W/ 1' DIA. HotF <br />WITH POSITIVE ANCHORAGE '- + (5) 0.131'X3" T� AND BOT. � Q � `� ANCHOR BOLTS PER -� TO FIG. BELOW <br />- - � � BEAM —PER PLAN � _ z � SHEARWALL SCHEDULE A BOLT PER SCHED. I III I I I I <br />� LINE OF FOOTING <br />TO FOOTING <br />BEYOND <br />REINF. PER PLAN RQNF. PER PLAN - <br />_ -l1NE OF FOOTING BEYOND <br />J � W� II II mN <br />Of III �----- I I 1=1 �' a �---�---�--- SHEATHING. NAILING - � --- �--- --- ---- W w <br />i—i i—i � . - - - ` - - -'- - - AND ANCHOR BOLTS (2) /4 CONL "' In- <br />(2) � �T• P� ��W� THICKENED FOOTING AT �, EMBED. <br />SCALE: 3/4' = 1'-0' PER PLAN Sc /4 = 1 - SCALE: 3 4' = 1'-0' i'-4" ��U� SCALE: 3 4' = 1'-0' i'-4° HOEDOWN -LENGTH TO BE � 2X EMBED. TER SCHED. <br />� � 2X EMBED DISTANCE PER 20/56.0 �� 3/4' = 1'-0' <br />16 TYPICAL, INTERIOR FOOTING (PERP.) 17 TYPICAL INTERIOR FOOTING (PARALLEL) 18 TYPICAL PONY WALL 19 TYPICAL PONY WALL W/ HOEDOWN E2O HOEDOWN PLACEMENT <br />rn <br />O <br />co <br />a� <br />v <br />U• <br />Z <br />co <br />o <br />co <br />o <br />co <br />O <br />0 <br />L <br />c� <br />v <br />M <br />N <br />O <br />C <br />� <br />. <br />o <br />L <br />cn <br />.-r. <br />- <br />D <br />o <br />CQ <br />� <br />Lo <br />U <br />, <br />co <br />z <br />co <br />� <br />o <br />U <br />Q <br />cn <br />U) <br />M <br />M <br />N <br />w <br />w <br />� <br />� <br />0 <br />ci <br />w <br />� <br />O <br />J <br />a <br />U <br />o <br />U <br />O <br />:z <br />W <br />zQ4 <br />a <br />V) <br />w <br />cn <br />a <br />o <br />o��Q <br />W <br />a-m� <br />z <br />O <br />w <br />U <br />i- <br />w <br />U <br />Q <br />U <br />O <br />Ci. <br />W <br />ZM <br />CV <br />CC3 <br />4� <br />Q <br />O <br />o <br />� <br />ct <br />ct <br />�u <br />�: <br />z <br />56.0 <br />