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(1) #5 REBAR w/ 25' LAP U.N.O. 8" OR 12" SQUARE 8° C.M.U. FINISH PER ELEV. OR ROUND C.M.U.COL. PER PLAN -O'-O" SLOPE FINISH GRADE MONOLITHIC FOUND. 00 - PAVERS PER SPEC. CONCRETE FOOTING::�.,�•-r-•- W/ (2) 14 DIA. RODS w/REBAR AS NOTED . •. , . � � .'• CONT. ON CHAIRS , 1-0 9' STARTER a ' � • COURSE ON FOUNDATION PLAN PER PLAN (IF REQUIRED) 1-4' 0 2 ST Y ALT. CMU SEAT 0 -W EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB MASONRY COL ON SPREAD FTG. (Pave SCALE: 1/2'=1'-O S6 PF ARCH 0'-0" SLOPE PAVERS OR SLAB PER SPEC. - CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN el MASONRY COL ON SPREAD FTG. __,,/SCAE. 1/2'=1'-O 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR — 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR LLjcc � < z m c� oz SCALE 1/2'=1'-0 . PER ARCH 15 a W W (1] � as O'-ow ' SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 8' C.M.U. WALL FINISH 3 4" RECESS IN SLAB PER ELEVATION / FINISH FLOOR SLOPE '- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONE ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2'=1'-0 RECESS NTH PAVERS 2x AT 24'0.C. MAX. 2x P.T. PLATE SECURED TO SLAB W/ 3' PONDER ACTUATED FASTENERS OR TOM 01C aG OR (2) ROWS 12d 1/2' G.W.B. EA SIDE GUN NALS 012' OLC STEP PER PLAN SLOPE R 4 off 6 1/2° (1) #4 ROD CONE ON CHAIRS UNO STEP CONDITION THICKENED SLAB 0 GARAGE (NON -BEARING) 2x P.T. PLATE SECURED TO SLAB W/ 3' PONDER ACMTED FASTENERS OR TOM 016' O.C. OR (2) RMS 12d GUN NALS 0 It O.C. START SLDPE IfRE� SLOPE SCALE:1/2'=1'-0 :.;; ..r. CORNER BAR WITH 25' VERTICAL • i �t .. :y MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMP) CONE FOOTING STEEL -0'- TO CORNER '•'•-...'=� s NUMBER OF CORNER ALTERNATE SPLICE PROVIDE CONT. STEEL REINF. BARS BENT <;.. %'`'�: • •':: ""'`' ' : ' ` ` :;= :';'' ��: BARS EQUALS NUMBER OF CONE BARS AT CORNERS TO COMPLY'` WITH THE INTENT OF THE NUMBER OF REBAR BUILDING CODE PER PLAN 25 MIN. PVC SIJ EVE LAP SPUCE 1'-4' 0 2 STORY F122 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1/2'=1'-o (1) 14 ROD CONE ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE 7 SlJ4B THICKENED SLAB EDGE scALE 1/2'=t'-D SCALE 1 /2'=1'-0 Mo ; xo' MR >�� OR REINF. PER PLAN 8" OR 12" SQUARE w/LAP PER OR ROUND C.M.U. COVERSHEET COL. PER PLAN 0'-0' ' SLOPE I - 3 W H to m c- Stv o z CONCRETE FOOTING w/REBAR AS NOTED • ON FOUNPLAN DATION (IF REQUIRED) PER PLAN 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) #5 REBAR 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) 14 DIA. RODS CONE ON CHAIRS. 2x AT 24'O.C. MAX 1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONE ON CHAIRS PAVERS TYP. ''(1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1/2'=1'-O MASONRY COLUMN PER PLAN PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF RE;; BRED AIRY V� SCALE: 1/2'=1'-O REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET 15 BAR w/ 25" MIN LAP z CMU COL PER PLAN #5 REBAR w/25" MIN LAP W F PAVERS OR SLAB PER SLOPE ' _0'_0" : SLOPE SPEC. —` is E z CONCRETE FOOTING °' CONCRETE FOOTING w/REBAR AS NOTED o w/REBAR AS NOTED ON FOUNDATION PLAN ::' .': ::: •... z ON FOUNDATION PLAN .,: •. �.:;. ; ,.., (IF REQUIRED) (IF REQUIRED) PER PLAN PER PLAN b MASONRY WALL CORNER ON SPREAD FTG. Pavers MASONRY WALL CORNER ON SPREAD FTG, SCALE: 1/2'=1'-O SCALE 1/2•=1'-O (1) #5 REBAR AT EACH Z FILLED CELL CMU STRUCK BOTH WAYS GROUT B a —O—O W POURED CURB O� FF Y N fY SLOPE .Y FINISH GRADE • , CxJ :. O0 :. of —MONOLITHIC FOUND. MONOLITHIC FOUND. "+ �� +` ' • "' ':. w/(2) #4 DIA. RODS W/ (2) 14 REBAR 11_$. 8" 1, _ • CONE ON CHAIRS CONE ON CHAIRS 1"!4' 0 2 STORY SCALE: 1/2'=1'-O - 0 IMPACT a GROUT BED DOOR PER SPEC S PER SPEC PAVERS PER 3" aNESS VARIES) DOOR THRESHOLD Iz SPEC (THICKNESS L:SLOP"E VARIES) - ' F.F SLOPEPER ~ PLANT. BRICK t. co g Q '` r THRESHOLD I co I IMF ' � :.• .,�' I r`' _ ' � � ', I 3" MONOLITHIC FOUND. MONOLITHIC FOUND. a w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-4' 0 2—STORY CONT ON CHAIRS 1'-4" 0 2-STORY Fon EXTERIOR DOOR SILL 0 POCKET 1 ZERC SCALE: 1 /2'=1'-O DOOR PER SPEC DOOR THRESHOLD ,PER PLAN —#5 REBAR w/25' MIN LAP Ei W IF M U) PQ , z ER SGD PER PLAN i:, MONOLITHIC FOUND. W/ (2) #4 DIA. RODS j'-o' CONE ON CHAIRS CONE ON CHAIRS ALT. FLUSH BRICK 1'-4' 0 2 ST Y Fo EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY(Pavers)THRESHOLD EXTERIOR DOC SCALE: 1/2'4-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SEE HEADER/UNTEL PLAN FOR 2X AT 16' O.C. W/ 2X AT 16' O.C. W/ SPECIFYI ASSOCIATED REQUFIT 1/2' GWB EA SIDE SEE HEADER/UNTEL PLAN FOR 1/2' GWB EA SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2 ASSOCIATED WALL DETAIL (2) E DIA. RODS SPEC�YN�IG ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT CONT. ON CHAIRS STEP PER PLAN SLOPE r-�i : :: •,::: .t - ; _� 't.. i' i 'L ''t...•. i' i CID (2) #4 ROD CONE (2) 14 ROD CONE ON CHAIRS 6^ I AN 110 1 /2" ON CHAIRS 10 1/2" 1 '-0" 110 1 /2" STEP CON01 ON Fos THICKENED SLAB GARAGE BEARING SCALE: 1 /2'=1'-0 PENETRATING PVC SLEEVE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP RE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONE ON CHAIRS (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONE J a. CONC. PER SCHEDULE Ir W a SLOPE TO DRAIN �� ` _:�: t. •?{: 1.. ay '�_.`,. is � �•. SHOWER RECESS SCALE 1/2'=1'-0 VERIFY LOCATION IN FIELD - (1) #5 REBAR w/30' LAP MIN. FINISH GRADE PER — PLAN FINISH GRADE • _ PAVERS PER PLAN �_4• .01 of(2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2'=1'-0 00 10" 1'—o" 10° THICKEND SLAB 0 INTERIOR WALL SCALE 1/2'=1'-O 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE C.OA.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 1 /27/21 DATE 11111it!!i/r `' Na STAT ORI'Dp' •' �'�'�• f��/l1i11111 00 M 0 V, a C � A� 45 N U� - t✓�•Y r•-� c>3 N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: Single Fa.mfl SPECIFICATION LEVEL Nte PLAN NAME Vlihitestone NPC CHILD NUMBER 2117.501 SHEET si 0