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Jam-- — <br />ril <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 />J3 <br />16' <br />21" <br />28' <br />14" <br />18" <br />24' <br />14 <br />22' <br />28' <br />37' <br />19" <br />25' <br />32" <br />LJ5 <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 />1/8" x 1 1/2' PREMOLDED CONTINUOUS <br />MAS11C ,ANT 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 />'' • d' gL <br />'. r •• .. <br />SEE PLAN FOR <br />SLAB THICKNESS <br />AND REINFORCING <br />(rn'•) <br />SECOND POUR FIRST POUR <br />BURKE "KEYED KOLD" JOINT. <br />STOP REINFORCING CLEAR OF <br />JOINT EACH SIDE. <br />d e. A. • ° . a �. d <br />A. < A. <br />P+ •.•µ!eh; ``: r\..:'A-:y\, 6. •yt. L <br />CUT ALT. WIRES COMPACTED SUBGRADE AND 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 />DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S <br />AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS <br />" " RE: GEOTECHNICAL ENGINEER SAND RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER. SAND RE: GEOTECHNICAL ENGINEER <br />2. OTHER BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12 OF CONCRETE (6 MIL MIN.) (6 MIL MIN.) <br />CAST BELOW THE BAR. <br />nn� <br />3, '*TOPBARS' 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 DINTS IN SLABS ON GRADE TO r � T5� <br />4. DEVELOPMENT LENGTH (Ld)IS 'OTHER BARS', CLASS A. 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.O. WALL <br />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._y I <br />SCALE: NONE SCALE: NONE SCALE: 3 4 / " 1'-0T � <br />= " <br />10 TYP. LAP SPLICE SCHEDULE 2� TYP. SHRINKAGE CONTROL JOINT (S.J.) 30 TYPICAL CONSTRUCTION JOINT (C.J.) TYPICAL STEPPED FOOTING 50 NOT USED <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.) PER ARCHITECTURAL BOOR NAILING PER <br />CONC. SLAB AT SIM. 2X/3X NON -TREATED PLATE PER STRUCTURAL NOTES <br />STUB OUT REINF, INTO SLAB. (EAC SHEARWALL SCHED. W/ 11/16" DIA P.E.N. PER UPPER WALL <br />J LEG MIN 1'-0') 0 24" O.C. PLYWOOD EDGE NAILING (P.E.N.) HOLES FOR A. BOLTS PROVIDE ABU POST BASE <br />� OR EQUIV. PER PLAN P.E.N. PER UPPER WALL <br />N 1 P.T. PLATE W t" DIA. HOLES <br />SUBFLQOR: EL 0'-0� N � SUBFLOOR: EL 0'-0" FOR A. BOLTS. PATIO SLAB <br />z � <br />J <br />FINISH G DE co _­1�a GARAGE SLAB <br />�; <br />FRAMING PER PLAN <br />1-1 1 1: <br />FINISH G E oO � FLOOR FRAMING <br />�I 2X4 O 16' O.C. PONY WALL FOR °' (1) �4 HOR. CONT. AT T.O.W. Z L.Li� � � <br />� z JOIST SUPPORT W/ 1/4" DIA. X 3" <br />o M LONG DRIVE PINS AT 36' O.C. `-- —L � �G. �'�� ( I <br />Al�4 VERT. O 18" O.C. � w — <br />� ° CD M I. W/ STD. HOOK � a I SEE 7 THIS SHEET I <br />`9 REINFORCING <br />� `J' �.°' a ao � PER LAN PER PLAN PER LAN <br />°h M, <br />'"L' SEE DETAIL 7 THIS SHEET FOR TIGHillNE DRAIN RE: ARCH. nT I�'POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING <br />01 8� BALANCE. 8» <br />�._4. FOUNDATION DRAIN RE: ARCH. \_ (1) #4 HOR. CONT. <br />A T.O.C. -12 1/4' B: T.O.C. -3' <br />SCALE: 3/4" _ V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1$-O' SCALE: 3/4! = 1'-0" <br />6❑ TYP. FOOTING (FRAMING PERP.) TYP. EXT. FOOTING DETAIL (PERPENDICULAR) 8� NOT USED 0 POST BASE 10 TYPICAL FOOTING (FRAMING PARALLEL) <br />!1 <br />SCALE: 3/4" = 1'-0' <br />11 <br />FULL DEPTH <br />BLOCKING <br />POST PER PLAN <br />LOCATE PER ARCH. <br />(SEE ARCH. FOR <br />COLUMN WRAP INFO.) <br />FlNISH 1-co <br />J <br />GRADE <br />d <br />,,III °���� • <br />a <br />d <br />POST AT PORCH <br />ABU POST BASE <br />OR EQUIV. <br />PORCH SLAB <br />FOOTING, WALL & REINF. <br />PER 7 THIS SHEET <br />10d AT 6/1 Z O.C. <br />PER STRUCTURAL NOTES <br />(3) 8d TOENAIL EACH <br />BLOCK <br />FULL DEPTH <br />BLOCKING <br />NOT USED <br />1Od AT 6/12' O.C. <br />PER STRUCTURAL NOTES <br />(3) 8d TOENAIL EACH <br />BLOCK <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 CONNEC11ON <br />PER SHEARWALL SCHEDULE <br />(1) #4 CONT. <br />FINISH GRADE <br />00M <br />X <br />Q <br />c <br />00 <br />FOUNDATION <br />DRAIN <br />BY OTHERS _ <br />SCALE: 3/4' = 1'-0" <br />14 <br />PLYWOOD <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />PER SHEARWALL <br />SCHEDULE <br />2X/3X PLATE W/ 11/16' <br />DIA. HOLE (NON -TREATED) <br />1X P.T. HEM -FIR PLATE <br />W/ 1' DIA. HOLE <br />144 <br />d <br />=1lI I I <br />1 <br />00 <br />SEE DETAIL 7 THIS SHEET FOR <br />1 _q^ BALANCE. <br />OT— <br />TYPICAL GARAGE FOOTING <br />HOLDPOW POST PER <br />N <br />PER --� �— HOLDOWN SCHEDULE <br />STUD WALL BEYOND <br />I ' I <br />¢4 NOSING <br />#4 BAR I I <br />SLOPE <br />Il���llli�l� - I ill <br />APRON THICKNESS TO <br />ACCOMMODATE PAYING <br />SUBGRADE <br />STEEAIIWALL AND <br />FOOTING BEYOND J <br />PER PLAN 811 <br />TYPICAL GARAGE APRON <br />H01➢OYM PER PUN <br />PAVING <br />AT H�a.00� ioonNc <br />LENGTH TO BE 2X <br />EMBED. DISTANCE <br />BEAM PER PLAN THREADED ROD <br />SQUARE PT POST -SIZE TO � - r i.: i JOIST PER Z 2X/3X PLATE W/ <br />11/16' <br />THR�� �P� DIA. HOLE (NON —TREATED) )MATCH BEAM WIDTH SIMPSON AC EA. ODE (OR) PLAN �.) <br />1X P.T. HEM -FIR PLATE <br />SIMPSON A24 OR EQUIVALENT ' r 2X GUSSET EA. SIDE W/ z .�• :�• z � SHEATHING, NAILING, AND � CONTINUE POST I I I I I I <br />WITH POSITIVE ANCHORAGE _ _ � (5) 0.131'X3" TOP AND BOT. � � `� ANCHOR BOLTS PER - � TO FTG. BELOW <br />W/ i' DIA. HOLE <br />TO FOOTING 00 � _ BEAM -PER PLAN z co SHEARWALL SCHEDULE A. BOLT PER SCHED. LINE Of FOOTING <br />BEYOND <br />REINF. PER PLAN REINF. PER PLAN <br />—LINE OF FOOTING BEYOND II II <br />w <br />W� II II mN <br />� — — —� � SHEATHING, NAILINGuj Of <br />� �i `------ i� � �i=,.� � a '----�---'---- — AND ANCHOR BOLTS � --- <br />(2) $4 CONT. PER SHEARWALL THICKENED FOOTING AT EMBED. <br />SCALE: 3/4' = 1'-0' PER PLAN SC �4 = 1'- SCALE: 3/4' = 1'-0` 1'-4" SCHEDULE �{�; 3/4" = 1'-0' 1'-4° HOEDOWN - LENGTH TO BE � 2X EMBED. — ER SCHED <br />16 TYPICAL INTERIOR FOOTING (PERP.) 17 TYPICAL INTERIOR FOOTING (PARALLEL) 18 TYPICAL PONY WALL 19 TYPICAL PONY WALL W/ HOEDOWN DISTANCE`r 2X EMBED P� 20/�p 20 3/4' _ �,-�• HOEDOWN PLACEMENT <br />rn <br />0 <br />rn <br />• <br />ai <br />U <br />Z <br />ul <br />w <br />02 <br />CO <br />O <br />co <br />`r' <br />0 <br />a� <br />L <br />i <br />co <br />•(D) <br />Q) <br />LJ <br />II <br />orn <br />C\2 <br />U <br />z <br />co <br />� <br />(f) <br />co <br />o <br />C\2 <br />44 <br />w <br />En <br />w <br />o <br />00 <br />A <br />��.I <br />� <br />to <br />�r <br />a <br />0 <br />0 <br />a <br />w <br />ti <br />o <br />a <br />Ld <br />cr_ <br />o <br />_! <br />4z <br />2o <br />= <br />o <br />Q <br />o <br />a <br />O <br />w <br />w <br />04 <br />O <br />cn <br />cn <br />z <br />Q <br />Q <br />cn <br />o <br />w <br />Q <br />Ki <br />� <br />w <br />¢ <br />o_ <br />m <br />U <br />a <br />M <br />Z <br />w <br />o <br />w <br />`z <br />U <br />O <br />tr <br />O- <br />o <br />z <br />z <br />M <br />N <br />w <br />r--a <br />C� <br />4� <br />Q <br />O <br />ct <br />ct <br />0 <br />Ct <br />� <br />�: <br />ct <br />ct <br />� <br />"con <br />w <br />a <br />56.0 <br />