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c� a OCD c (1) #5 REBAR w/LAP PER N M PER ARCH PER ARCH N _ � COVERSHEET CMU COL. PER CMU COL. PER = ' 8" C.M.U. FINISH PER ELEV. PLAN PLAN Z74 w 8" C.M.U. BLOCK FILLED Z 8' C.M.U. BLOCK FILLED `-' 00 #5 REBAR 15 REBAR #5 REBAR SOLID w/GROUT SOLID w/GROUT a 7.4 CMU COLUMN PER PLAN � „ o •� w/LAP PER � w/LAP PER w/25 MIN LAP a Q 4 C.M.U. BLOCK PER ELEV. ,�;; 4 C.M.U. BLOCK PER ELEV. COVERSHEET „ COVERSHEET -O -O PAVERS OR SLAB PER cl- SLOPE -0 -0 SLOPE SLOPE 0'-O" SLOPE (1) #5 REBAR w/ LAP PEROIL 0'-0" SLOPE (1) #5 REBAR w/ LAP PER FINISH GRADE SEC' =� COVERSHEET COVERSHEET \ O 00 ?: is ¢ z �c of ¢ z :.o O ¢ z in ¢ z �V "ro o Z CONCRETE FOOTING i' m' CONCRETE FOOTING ° PAVERS OR SLAB PE m `�' NZ ' `�' iJPAVERS OR SLAB PER SPEC. n . v ' v .` ,. MONOLITHIC FOUND. w REBAR AS NOTED o z •. w REBAR AS NOTED / SPEC. " - W 4 IA : �- z ON FOUNDATION PLAN- i Z CONCRETE FOOTING CONCRETE FOOTING _ �.. . / (2) # DIA. RODS = ON FOUNDATION PLAN , +_-:. �.... •::-!i":., • ... TE • •...�.:.. +'... .:.. ,.....:..•. .. . CONT. ON CHAIRS 9" STARTER - (IF REQUIRED) (IF REQUIRED) w/ REBAR AS NOTED w/ REBAR AS NOTED CONCRETE FOOTING 1'-O" '- " ON FOUNDATION PLAN ON FOUNDATION PLAN w/ REBAR AS NOTED � COURSE PER PLAN PER PLAN 2'-0" (IF REQUIRED) PER PLAN ON FOUNDATION PLAN PER PLAN �1-4' 0 2 ST Y ART. CMU SEAT ®-1" (IF REQUIRED) (IF REQUIRED) t� Fo1 EXTERIOR MASONRY WALL FTG FROM TOP of SLAB F03c MASONRY WALL CORNER ON SPREAD FTG. Pavers MASONRY WALL CORNER ON SPREAD FTG. Concrete FM-' F SQUARE MASONRY COLUMN ON SPREAD FTG. F= MASONRY COL ON SPREAD FTG. U SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH " ¢ � FILLED CELL „ ^ 8" C.M.U. WALL FINISH 2-1/2 0 IMPACT a • 3/4 RECESS IN SLAB 10 1/2 3/4 RECESS IN SLAB 8 C.M.U. WALL FINISH DOORR z PER ELEVATION PER ELEVATION GROUT BED DOOR PER SPEC " � � FO CMU STRUCK BOTH WAYS FINISH FLOOR FINISH FLOOR PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC cn 4^ cn (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS (� n � 1'-0' VARIES) ' 1 DOOR THRESHOLD PER PLANL�j •p j An POURED CURB O'-O' F.F. O'-O' F.F. �_ SLOPE ,KO'-O" to SLOPE 0'- " SLOPE SLOPE PER PLAN x �' _� j.' `�_ z Q ALT. BRICK PER PLAN FINISH GRADE . THRESHOLD " CO CJ� eA .. ........................ �. — 00 W - — .......... '� o I I � — _Tr.cz MONOLITHIC FOUND. I� LIII I- t� D MONOLITHIC FOUND. r� — OL o — z _ I� — L� „ ................ MONOLITHIC FOUND. DIA RODS DIA RODS — I'� T — - �.. /O #4 :� • — I � I `• MONOLITHIC FOUND. /(2) #4 DIA. RODS w 2 w/(2) #4 ' •`•- I— — II 3 a s:.'�.,:• O _ wA2) #4 CHAIRS 1 -0 CONT. ON CHAIRS. 1.-0 CONT. ON CHAIRS. 1'-O" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" _ W1 (2)O#4 DIA. AIRSRODS N ^ ^ -- -- " Lm w/(2) #4 DIA. RODS w 2 — 1' 0" 1-4 0 2-STORY CONT. ON CHAIRS /O #4 DIA. RODS 1'-4' 0 2-STORY 1-4' 0 2 STORY 1-4 0 2 STORY 1-4 0 2 STORY CONT. ON CHAIRS ALT. FLUSH BRICK 1-4' 0 2 ST Y Foa EXT. MASONRY WALL @ GARAGE FO6 GARAGE DOOR RECESSED SILL Foy EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL ENTRY Concrete SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-O RECESS WITH PAVERS RECESS WITH SLAB SCALE: 1/2'=1'-0 SCALE: 1/2'=T'-0 SCALE: 1/2'=1'-0 *PulW','< 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ �, •: �� ;` CORNER BAR WITH 25" SPLICE EACH 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE VERTICAL DOWEL GUN NAILS 012' D.C. (1) #4 ROD CONT. ON AS REQ'D IN PLAN `" SIDE. SAME SIZE AS ` CONT. FOOTING STEEL. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'O.C. MAX. CHAIRS PAVERS TYP. y�' •. •« JrPOWDER ACTUATED FASTENERS OR SLOPE : c ,• STEP PER PLAN iAPCONS 0 ts' O.C. OR (2) ROWS 12d TYPICAL 3 1/2" CONC. GRADE SLOPE ..., ; • , • GUN NALS 0 t2. O•C. FINISH GRADE SLAB START SLOPE HERE ^" 1/2" G.W.B. EA. SIDE SLOPE ALTERNATE TO CORNER = :.-: ' :'' :' ' : '• .�; 's . NUMBER OF CORNER I I r SPUCE: PROVIDE CONT. • : • � ..; • .. � ao _ ,• . ' •„ :. � .• BARS EQUALS NUMBER STEEL RQNF. BARS BENT � ' "'��•'•_ OF CONT. BARS co SLOPE -•. AT CORNERS TO COMPLY (1) #4 ROD CONT. ON 4 (1) #4 BAR CONT. WITH THE INTENT OF THE " BUILDING CODE. NUMBER OF REBAR 1'-O" 6 - CHAIRS UNO COMPACTED FILL 25" MIN. PER PLAN �y STEP CONDON FLUSH CONDITION LAP SPUCE Fos THICKENED SLAB @ GARAGE (NON -BEARING) F11 THICKENED SLAB EDGE PAVER AT CONCRETE GRADE BEAM F12 REINF. PLACEMENT AT FTG. CORNERS 4l SCALE: 1/2"=1'-0 SCALE 1/2`=1'-0 SCALE: 1/2'=1'-O 8" C.M.U. FINISH 8' C.M.U. FINISH PER ELEV. PER ELEV. CONCRETE SLAB ON FINISH FLOOR CLEAN COMPACTED ALL 1/8' SAW CUT CLEAN COMPACTED Fll1 FINISH FLOOR -O'-O" FINISH GRADE PENETRATING PIPE SAW CUT LOOP TIE (TYP.) (1) 14 REINFORCMENT 4" SEE FOUNDATION PLAN ' PENETRATING PIPE . BAR CONT. CONC. PER SCHEDULE � �-� ', - _ ' • �, 1 • SLOPE TO DRAIN MONOLITHIC FOUND. I w/(2) #4 DIA. RODS + , . D• MONOLITHIC FOUND. s ' CONT. ON CHAIRS W/ (2) #4 DIA. , ? "t i -O RODS CONT. ON :i . r:'.,•: 'L•'+-;r,` ,:'r:. NOTE: PVC SLEEVE CHAIRS SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. 1'-4' 0 2 STORY PVC SLEEVE O F13 BEARING PENETRATION DETAIL SIDE VI FRONT VI F26SHOWER RECESS F39 TYPICAL SAW CUT JOINT 00 SCALE: 1 2'=1'-0 SCALE: 1 2'=1'-0 " �' / / SCALE: 1 /2 =1-0 O 1 L� M ..--, cc cn Q o cn C) o Q a� PO ., cV O PRODUCT MANAGER RELEASE DATE: XX XX XXXX IMIAXMWTM C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: PROJECT TYPE 2s349 Single Famil ❑ THOMIAS A. WEBER, PE 3 P.E. # 73242 FLORIDA o ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL in P.E. # 86025 FLORIDA 2/1/21 pulte DATE PLAN NAME U �v.•'•$• . s' Spruce o C14* o„ Z5 - NPC ILD NUMBER 2116.501 SHEET C ATE OF xORIDp' slo ,. o �1111111110 a