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CUT ALL WIRES COMPACTED SUBGRADE AND <br />COMPACTED SUBGRADE AND <br />i. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE LAVER GREATER THAN OR EQUAL TO BAR <br />TO <br />AT JOINT GRANULAR FILL <br />RE GEOTECHNICAL ENGINEERS <br />GRANULAR FILL <br />RE: GEOTECHNICAL <br />\ � <br />GRADE RIM JOIST <br />R WALL <br />NON-STRUCTURAL BOLTS PER SHEARWALL 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 <br />„ 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 <br />N 1 P.T. PLATE W/ 1" DIA. HOLES OR EQUIV. PER PLAN P.E.N. PER UPPER WALL <br />JI <br />SUBFLOOR: EL. 0'-O" N ® SUBFLOOR: EL. 0'-0" FOR A. BOLTS. <br />PATIO SLAB 4. <br />Z I <br />-- -- sI GARAGE SLAB j <br />II <br />FINISH GRADE <br />1 Z <br />1I111I�I II I (I I I FRAMING PER PLAN CL FLOOR FRAMING •�II <br />AI.I FINISH G DE <br />i <br />2X4 0 16 Q.C. PONY WALL FOR ' l L PER PLAN <br />I I _ _ _ ° (1) #4 HOR. CONT. AT T.O.W. Q I� Z <br />JOIST SUPPORT W/ 1 /4" DIA. X 3" Q I I <br />o L LONG DRIVE PINS AT 36" O.C. T I ITT I I I BLKG. 0 48 <br />z °I #4 VERT. 0 18 O.C. — — — j I SEE 7 THIS SHEET <br />! a Ie o _ i. W/ STD. HOOK <br />REINFORCING - <br />�. <br />a. oo d PER LAN PER PLAN PER LAN <br />J. <br />1�111111I' 1111Ilii 11III„1111�1 <br />8» SEE DETAIL 7 THIS SHEET FOR TIGHTUNE DRAIN RE: ARCH. 8. POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING <br />BALANCE. <br />10 FOUNDATION DRAIN RE: ARCH. , n <br />1'— 4 _4 (1) #4 HOR. CONT. A: T.O.C. -12 1/4' B: T.O.C. -3" <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" SCALE: 3/4" = 1'-0" <br />R .]TYP.g NOT USED 9 POST BASE 10 TYPICAL FOOTING(FRAMING PARALLEL) <br />6 TYP. FOOTING(FRAMING PEP EXT. FOOTING DETAIL <br />SHEATHING, NAILING STUD WALL BEYOND — <br />AND ANCHOR BOLTS __F_v --I- <br />PER SHEARWALL <br />SCHEDULE #4 NOSING I I <br />ABU POST BASE <br />OR EQUIV. (1) #4 CONT. 2X/3X PLATE W/ 11/16" <br />POST PER PLAN HOLE (NON -TREATED) #4 BAR j I <br />FINISH GRADE DIA. <br />LOCATE PER ARCH. 1X P.T. HEM -FIR PLATE - PAVING <br />w (SEE ARCH. FOR W/ 1" DIA. HOLE I _ <br />COLUMN WRAP INFO.) PORCH SLABco <br />I I_ <br />a o <br />z =III 1 I I _ <br />FINISH <br />GRADE00 <br />� <br />— Q il� ail I Ili— I z <br />d ME <br />Illa� _ z II III=_I I - <br />�— APRON THICKNESS TO <br />co =III I ACCOMMODATE PAVING <br />SUBGRADE <br />FOUNDATION STEMWALL AND <br />DRAIN jJ °° FOOTING BEYOND L - - J <br />BY OTHERS �°� PER PLAN <br />a g„ <br />FOOTING, WALL & REINF. „it <br />a e PER 7 THIS SHEET 8 <br />SEE DETAIL 7 THIS SHEET FOR <br />BALANCE. <br />SCALE: 3/4 = i -0 SCALE: 3/4 = 1-O <br />" „ SCALE; 3/4" = 1'-O <br />If POST AT PORCH 12 NOT USED 13 NOT USED E14 <br />TYPICAL GARAGE FOOTING 15 TYPICAL GARAGE APRON <br />HOLDOWN PER PLAN <br />BEARING AND/OR SHEAR HOEDOWN POST PER — — <br />WALL PER PLAN PER PLAN HOLDOWN SCHEDULE — — — — — — — — — — — <br />10d AT 6/12" O.C. 1Od AT 6/12" O.C. DOUBLE JOIST PLATE NAILING -SEE <br />FULL DEPTH PER STRUCTURAL NOTES FULL DEPTH 16 PER STRUCTURAL NOTES SHEAR WALL SCHED. o <br />BLOCKING BLOCKING S6.0 RIM TO TOP PLATE CONNECTION o <br />3 8d TOENAIL EACH 3 8d TOENAIL EACH JOIST PER PLAN (TYP,} PER SHEARWALL SCHEDULE <br />BLOCK BLOCK PLYWOOD PLYWOOD <br />I I THICKENED FOOTING <br />AT HOLDOWN <br />LENGTH TO BE 2X <br />EMBED. DISTANCE <br />BEAM PER PLAN THREADED ROD - <br />SQUARE PT POST - SIZE TO - z <br />- JOIST PER I�11- - � - - - - 7 � 2X/3X PLATE W/ 11 /16" <br />- - i . • i THREADED COUPLER DIA. HOLE NON TREATED <br />Z PLAN (TYP.} I I I I I �- PLATE <br />MATCH BEAM WIDTH r SIMPSON AC EA. SIDE (OR) _ <br />- SHEATHING, NAILING, AND CONTINUE POST I I I I I I ( W/ 1•TfDHA. HOLE <br />SIMPSON,• A24 OR EQUIVALENT f � 2X GUSSET EA. SIDE W/ z z �, <br />WITH POSITIVE ANCHORAGE _ _ (5) 0.131 X3 TOP AND BOT. ANCHOR BOLTS PER TO FTG. BELOW I III I I I LINE OF FOOTING <br />TO FOOTING �� - � _ BEA ER PLAN z 00 SHEARWALL SCHEDULE A. BOLT PER SCHED. I I I I I I <br />� II _.,_ _.._ _u _. _i L BEYOND <br />M Q <br />REINF. PER PLAN REINF. PER PLAN = LINE OF FOOTING BEYONDLIJ <br />II II <br />Q Q � II II m <br />� J <br />W • • W <br />� ill <br />I�I� SHEATHING, NAILING——`LJ II( '- - - -- - - - - AND ANCHOR BOLTS W <br />' ' (2) #4 CONT. PER SHEARWALL (2) #4 CONT. THICKENED FOOTING AT EMBED. <br />° PER PLAN SCA : " " _ " <br />SCALE: 3/4 - 1-0 /4 = 1- SCALE: 3 4 = 1-0 � -4 SCHEDULE SCALE: 3 4' = 1'-0" 1'-4» HOEDOWN -LENGTH TO BE 2X EMBED. ER SCHED. <br />-*'[— <br />SCALE: 2X EMBED DISTANCE PER 20/86.0 SCALE: 3/4 - 1-0 <br />8WALL 19 TYPICAL PONY WALL W HOLDOWN 20 HOLDOWN PLACEMENT <br />TYPICAL INTERIOR FOOTING PERP. 17 TYPICAL INTERIOR FOOTING PARALLEL 1 TYPICAL PONY <br />LLLJ <br />I <br />ENGINEER'S <br />SCHEDULE <br />NON-STRUCNRAL MATERIAL BOLTS PER SHEARWALL SCHEDULE PLYWOOD SHEATHING TO MATCH .,,,...�.� ��.�,.. POST PER PLAN - LOCATE <br />rn <br />co <br />,C� <br />m <br />Z <br />w <br />CQ <br />co <br />o <br />co <br />to <br />O <br />co <br />� <br />in <br />ccj <br />� <br />o <br />CQ <br />W <br />c <br />^ <br />0 <br />CQ <br />' <br />U <br />Lo <br />U <br />r-4 <br />M <br />Z <br />C\2 <br />4-) <br />0 <br />U <br />Q <br />Q <br />O <br />\ <br />0 <br />` O <br />d- <br />0 <br />t� <br />Z <br />M <br />C14 <br />w <br />w <br />� <br />m <br />o <br />o <br />w <br />ul) <br />4:z. <br />w <br />o <br />J <br />U <br />0 <br />O <br />v <br />O <br />1u <br />w <br />n <br />w <br />o <br />� <br />o <br />LLJ <br />w <br />O <br />W <br />U) <br />z <br />w <br />a <br />m <br />w <br />a <br />Q <br />Q <br />U <br />to <br />C.) <br />O <br />M <br />CL <br />o <br />z <br />cq <br />w <br />Ct <br />4.) <br />O <br />o <br />� <br />rwc� <br />� <br />y <br />� <br />� <br />o <br />a� <br />CC3 <br />v' <br />v <br />� <br />�z <br />SECOND POUR FIRST POUR <br />1/8" x 1 1/2" PREMOLDED CONTINUOUS <br />nn <br />All <br />nn <br />as <br />ila <br />II rl <br />�n <br />, rl <br />MASTIC JOINT STRIP OR PREMOLDED <br />SEE PLAN FOR <br />CONSTRUCTION JOINT (MAY BE SAWCUT AT <br />SEE PLAN FOR <br />BURKE "KEYED KOLD" JOINT. <br />I1J1 <br />I � � <br />I t <br />1, rl <br />Iltl <br />' <br />1111 <br />lilt <br />V' <br />I111 <br />t � � <br />� r <br />J1171 <br />y l <br />1 <br />SLAB THICKNESS <br />OWNERS OPTION}. SAWN JOINT SHALL BE <br />SLAB THICKNESS <br />STOP REINFORCING CLEAR OF <br />��� <br />,ru <br />aI <br />nl <br />ru <br />inl <br />itru <br />u <br />If u <br />loll <br />uu <br />ull <br />N a <br />ni <br />nl <br />I +u <br />u U <br />AND REINFORCING <br />MADE AS SOON AS POSSIBLE WITHOUT <br />AND REINFORCING <br />JOINT EACH SIDE. <br />(�•} <br />DAMAGE TO SURFACE. <br />(�•} <br />' <br />TilI <br />v.e. a ,.♦ •. <br />a ` :.♦d : a <br />a • -r`•' � .� • - -d <br />a• a •• ". .a- .ed <br />d i v . • a d <br />Z <br />..J <br />It It Ill _ <br />—II <br />I- I I-f 1 I <br />v <br />..off 1. ;" ,+;.i:. <br />,r,• : '•1 ant. <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 SP <br />