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(1) #5 REBAR w/ 25" LAP U.N.O. 8" OR 12* SQUARE OR ROUND C.M.U. B" C.M.U. FINISH PER ELEV. COL PER PLAN 01-0" SLOPE FINISH GRADE MONOLITHIC FOUND.-------- co PAVERS PER SPEC. W/ (2) #4 DIA. RODS CONCRETE FOOTING CONT. ON CHAIRS 9"STARTER w/REBAR AS NOTED ON FOUNDATION PLAN COURSE_ (IF REQUIRED) PER PLAN 1 -4 02 ST Y ALT. CMU SEAT 0 -1V #I EXTERIOR MASONRY WALL FTG FROM Top OF jF03--B'MASONRY COL. ON SPREAD FTG.- (Paw SCALE: 1/2*4-0 CALE. . PER ARCH L4 as 01-0n SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING E FOOTING AR AS NOTED ON FOUNDA11ON PLAN (IF REQUIRED) PER PLAN FAD MASONRY COL ON SPREAD FIG. 314` RECESS IN SLAB 10 1/2' FINISH FLOOR EW\ ._4`,-a" 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR CS SCALE qn'-O PER ARCH 0 1 -on SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION IN PER PLAN L PLAN (IF REQUIRED) of 41 8' C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR SLOPE V . . ............... ..................... MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 1!-4! 0 2 STORY SCALE: 1/2-=l'-0 1L1L56 YAIH FAVLN5 2x AT 24*0.C. MAX. 2x P.T. PLATE SECURED TO SLAB wl Y POWDER ACTUATED FASTENERS OR TAPCONS 0 1C O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE QM NAILS 0 12' O.C. STEP PER PLAN —SLOPE C=) on 1/2" (1) #4 ROD CONT. ON L CHAIRS UNO STEP CONDITION /,`F�w THICKENED SLAB 0 GARAGE (NON -BEARING) REINF. PER PLAN 8' OR 12* SQUARE w/LAP PER OR ROUND C.M.U. ir COVERSHEET COL PER PLAN SLOPE C8 m 0 z CONCRETE FOOTING =E w/REBAR AS NOTED 7 ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L Of or - MASONRY COL. ON SPREAD FTG. (Concrete 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4* C.M.U. BLOCK PER ELEV. 25- LAP MIN. (1) 15 REBAR 8' C.M.U. WALL FINISH PER ELEVATION SLOPE moo. — MONOLITHIC FOUND. w/(2) J4 DIA. RODS CONT. ON CHAIRS. RECESS WITH SLAB bc P.T. PLATE SECURED TO SLAB w/ S' POW ACTUATED FASTENERS OR IN= 0 16- O.C. OR (2) ROWS 12d GUN NAILS 0 it (Lc START SLOPE HERE 210 SLOPE FLUSH CONDITION \\,�SCALE: 1/2-4-0 CORNER BAR WITH 25" 4 MIN. LAP SPLICE EACH VERTICAL DOWEL AS REUDIN PLAN SIDE. SAME SIZE AS CLEAN COMP CONT. FOOTING STEEL 01 ALTERNATE TO CORNER A BARS EQUALS NUMBER NUMBER OF CORNER SPLICE PROVIDE CONT. STEEL REINF. BARS BENT OF CON1 BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE NUMBER OF REBAR BUILDING CODE 25* MIN. PER PLAN PVC SLEEVE UP SPLICE 1 0 2 STORY :F:12::REINF PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1/2'4-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB 4- 4 THICKENED SLAB EDGE SCALE 1/2*4-0 SCALE. 1/2'4-0 W�l momM11115A "M ;Vrzo Mai *mmm in= .9w PAVER AT CONCRETE GRADE BEAM 2x AT YO.C. MAX. 1/2* G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRAING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. ) f4 BAR CONT. APACTED FILL SCALE 1/2'4-0 MASONRY COLUMN PER PLAN REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET PAVERS OR SLAB PER SLOPE SPEC. CO m C.D CONCRETE FOOTING o w/REBAR AS NOTED 7 ON FOUNDATION PLAN (IF REQUIRED) PER PLAN rR W-6 MASONRY WALL CORNER ON SPREAD FTG. i #5 BAR w/ 25' MIN LAP SLOPE 7. PAVERS OR SLAB PER• m SPEC. CONCRETE FOOTING F. w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED fl MAS8NRY COLUMN ON SPREAD FTG. (pavers j CMU COL PER PLAN —#5 REBAR w/W MIN LAP ld--14-0 SLOPE * 7—r2 M CD CONCRETE FOOTING o w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN mr1s MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2*4-0 VIE 1/2*4-0 (1) J5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT B T,I! 0 2 STORY Fq�4 EXT. MASONRY WALL @ GARAGE SCALE: 1/2*4-0 SCALE 1/2'4-0 —#5 REBAR w/W MIN LAP m C/) ---POURED CURB V14 F.F. SLOPE FINISH GRADE 00 —MONOLITHIC FOUND. MONOLITHIC FOUND. r w/(2) 14 DIA. RODS W/ (2) 14 REBAR 1l-80 CONT. ON CHAIRS CONT. ON CHAIRS-- q rF—m`EXTERIOR DOOR SILL @ POCKET I ZERO CORNER SGD SCALE: 1/2*4-0 2-1/2' 0 IMPACT BED GROUT B DOOR DOOR PER SPEC PAVERS PER SPEC PAVERS n PAVERS PER 3" DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) DOOR THRESHOLD R PLAN LOPE S S-OPE 46-07 F.E. 4. P1ANA >< SLOPE I\01-0. LT. BRICK OLPER PLAN THRESHOLD 00 F 100 *C:1 00 (3 II MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. it -ON W/ (2) #4 DIA. RODS W/(2) 14 DIA. RODS W/(2) #4 DIA. RODS L -on L CONT. ON CHAIRS 1'-4! 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 4' 0 2-STORY T L I ICU DD1rV ? 4 0 2 ST&Y Fo7 , EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRYPavers THRESHOLD EXTERIOR DOC 11 SCALE 1/2"4-0 SCAM 1/2'4-0 SCALE: 1/2*4-0 SEE HEADERMNTEL PLAN FOR vk ASSOCIATED WALL DETAIL A AT 16" O.C. 2X AT 16' O.C. W1 SPECIFYING ANCHOR REQUIREMENT 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2' GWB EA. SIDE 2N SEE HEADER/UNTEL PLAN FOR (2) #4 DIA. RODS ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL CONT. ON CHAIRS IMP prp PLANSPE"G ANCHOR REQUIREMENT START SLOPE HERE—,L SPECIFYING ANCHOR REQUIREMENT1.0- SLOPE .'a C:�L `C`4 1-4 (2) 14 ROD CONT. (2) 14 ROD CONT, ON CHAIRS 16" 1'-0" 10 1/2" ON CHAIRS 10 I/Z U I/Z STEP CONDI IJON q 11USH CMIAN Ng THICKENED SLAB @ GARAGE @EARING) SCALE: 1/2-4-0 PENETRATING 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) (1) J4 REINFORCMENT AN SEE FOUNDATION PLAN 4 BAR CONT. CONC. PER SCHEDULE L SLOPE TO DRAIN MONOLITHIC FOUND. W/ (2) J4 DIA. .4 RODS CONT. ON CHAIRS _ F26 SHOWER RECESS §6E 1/2-4-0 VERIFY LOCATION IN FIELD • (1) #5 REBAR w/30* LAP MIN. FINISH PLAN GRADE PER FINISH GRADE PAVERS PER PLAN (2) #4 REBAR MASONRY WALL ON CONTINUOUS FIG. SCALE: 1/1*4-0 F j r. C14 ion 11-00 10" THICKEND SLAB @ INTERIOR WALL SCAM 1/2*=I'-0 2X AT 16- D.C. W1 1/2' CWB EA. SIDE 0 co a) 45 CO en O 0 U) N O INT III—) -01 V� ft N NNNNS *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx Ax /xxxx C.OA.# ARCHITECTURE: AA26DO2802 C.OA.# ENGINEERING: PROJECT TYPE 29349 0 THOMAS A. WEBER, PE Single Famfly P.E. # 73242 FLORIDA E BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E.#86025 FLORIDA 3/31/21 Mte DATE%%%I fill/ PLAN NAME 'hitestone No. 25 NPC CHILD NUMBER .2117.501 TaTNe SHEET top. ...... s1.o //I// MAL