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W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN 107'-4„ I!N It CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" C, N r-6" x z-V x V-0' 7-6' x 2'-0' x 1'-0" wl (3) #5 E.W. wl (3) #5 E.W. oC1 oQ #5 CONT REINF. 60 SEE FND. FOR _00 QUANTITY #5 X 25" X 25" o CORNER BAR ONE o T M , FOR EA. HORIZ. Cl) REBAR, TYP. U.N.O. S3 3 TYP. TYP. 0 0 rn TYP. CORNER BAR T PLAN DETAIL JSCALE:1 1/2"=1'-0" 0 M O M GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO 00 R LE BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONIC. SLAB W7 FIBERMESH /FIBERMIX ADDED TO THE i� CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND r- rr NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 0 0 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO ' 9 BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS IN 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) o> (REFER TO NOTES) - ❑ INDICATES FILLED CELL W/3000 PSI CONIC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ o 0 EXT. TO TOP COURSE BELOW SLAB (5' 4" O.C. MAX U.N.O.) (REFER TO NOTES) Cl) �i 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1112" PER FOOT AWAY FROM HOUSE. LO 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 9 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONIC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION _ of OF 6W Cl)LO c� co 00 M fh MM q IT Lf7 v in OP �I _ FOUNDATION PLAN - SCALE: 3/16"=1'-C" 26'-8" 27'-0" 27'-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 13'-0" 13'-8" 13'-0" 3'-8" 7'-0" 3'-0" 3'-8" 7'-0" 3'-4" 3'-4" 7'-0" 3'-8" 7'-0" 3'-8" N L A A L N nPAr 53S3S3nP.AT QLANAI + + S3 LANAI —r-6� xr-s^ X r-a' z-s° x r�s°i'-o° ■ wl (3j #5 E.W. wl (3) #5 E.W. ■ ~ -T o � o ti � ? I d• II (2) #S VERTICALS WIIN FILLED CELL \ ■ `" (2)#5VERTICALS WIIN FILLED CELL w T (2) #S VERTICALS PROVIDE I %z"RECESS FOR (2) #5 VERTICALS T I (2)#SVERTICALS ■ I PVC A/C CHASE WIIN FILLED CELL - � DOOR. REFER TO MASON'S - � SCOPE FOR WIDTH � / � WIIN FILLED GELL ■ PVC AIC CHASE I I (2)#5VERTICALS WIIN FILLED CELL 2'-6° 8'-8' 2'-6° � WIIN FILLED CELL 2'-8" 8'-8" � I� - 1'-8" I I _ /� � ■ II I I 1'-8" ' 8'-8" 2'-8" /•31/r II _ C.J�_ _ T ■ - - ■ � // - � \\ ■ ■ - T --_C.J_ I I -3112„ I I °° � � I I ■ \\ T S3 S3 0'-0" ELEV. L-1 I S3 ( \\ FIN CONIC. SLAB ■ IIII I ,// I "`� \\\ I II ■ I I PVC AICCHASE PVC NC CHASE �� L FIN CONIC. SLAB / ° `I) I �, III \\\-° \ I ■ \v ■ FIN CONIC. S B ■ I I �p I FIN CONIC. SLAB // � \\ J iD I I ■ ■ ■ _ C.J. C.J. ■ ■ N YSLOPE=1B" G.C. CORD. ENTRYSLOPE-1/ P R LESS 4'-9" / T/ SLAB \\ 4'_S" PER 1'-0 O �GC�TCORDI(°\'-G.C.CORD.Ir2'� I1/2'MAX - \\ T/ SLAB i7 r/p . /_ o I I PDOORIREFERTOMASON'S ♦ �"I PROVIDE 1 RECESS FOR SCOPE FOR WIDTH DOOR. REFER TO MASON'S / SCOPE FOR WIDTH 9,_2 , 9,_ ■ II I 6'-2" ,, 8'-24 III \\ 6'-2" ■ I I G.C. CORD. \\ ■ G G C,T1SLA6 VA G ■ G S3 I I I _ S3 �� S3 7fi'x2'-6'x1'-0" J S3 \ r6"z2'-0 x1'-0 �\ S3 _ _ �� I G S3 T-0" I II II T Div G wl (3) #S E.W. I� wl(3) #S E.W. G Div T II II I I T-0" S3 �� � ■ � `n � i I 'III (( f � N =�1 � � �� I I � II„ 11,_ 4�� II I 9'-2" � 9'-2" 1ha�� 11„ I 3,-0„ I i I I 1041'I 10'-10" MN L�1� 10'-10" 1'-104" 15'-54' ■ 3-0"x3' N N 0 � � 4- vi C N M i: N � 0) � O o � a00o O � o`o 0 vNi ir M m t>i d' U w N � C: � �'C � lL