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(1) 15 REBAR w/ LAP PER <br />COVERSHEET CMU COL PER <br />8' C.M.U. FINISH PER ELEV. P <br />LAN <br />-0'-0' <br />FINISH GRADE <br />MONOLITHIC FOUND. o <br />W/ (2) # DIA. RODS .•, <br />CONT. ON CHAIRS 9' STARTER <br />-O' COURSE " ~. <br />�14VO 2 Y ALT. CMU SEAT 0 -IV <br />MOM EXTERIOR MASONRY WALL FTG TOP °F <br />SCALE 1/T=1'-o <br />12' SQUARE C.M.U. <br />(2) ¢5 REBAR <br />COL PER PLAN <br />w/LAP PER <br />COVERSHEET <br />W <br />SLOPE <br />RO <br />Z <br />CONCRETE FOOTING w-, <br />; <br />AS NOTED ON FOUNDATION <br />PLAN (F REQUIRED)0 <br />L PER PLAN <br />MASONRY COLUMN ON SPREAD FOOTING <br />CMU COL <br />PLAN <br />#5 REBAR <br />w/LAP PER W <br />PAVERS OR SLAB PER S•� COVERSHEET OIL_0�_0" SLOPE <br />SPEC. <br />CONCRETE FOOTING r° m CONCRETE FOOTING r_�,jj <br />w/REBAR AS NOTED o w/REBAR AS NO <br />ON FOUNDATION PLAN �-- �•- <br />ON FOUNDATION PLAN • • • . z • ., s .. <br />(IF REQUIRED) (IF REQUIRED) <br />PER PLAN PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG(Pavers) MASONRY WALL CORNER ON SPREAD FTWALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FT <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE F0011NG w/REBAR <br />AS NOTED ON FOUNDATION <br />PLAN (IF REQUIRED) <br />Fo3o MASONRY C( <br />SCALE. <br />SCALE: 1/T=1'-o <br />B' C.M.U. BLOCK FILLED 3/4' RECESS IN SLAB 10 1/2" <br />SOLD w/GROUT FINISH FLOOR <br />4' C.M.U. BOCK PER ELEV. w_ 4' <br />25' LAP MIN. (1) #5 REBAR <br />SLOPE <br />m � cc => <br />IF <br />o Z <br />_I <br />2_; /l f 0 IMPACT <br />GROUT BED <br />D000ORR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />Z <br />a <br />PAVERS PER 3' <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />a <br />VARIES) <br />SLOPE <br />'- <br />_ <br />—• <br />SLOPE <br />' <br />PER PLAN <br />ri <br />'} <br />�.� ► <br />00 <br />f7T <br />oo <br />`O <br />3" <br />1-0 <br />MONOLITHIC MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-0' <br />_.. .. <br />1'4 0 2-STORY <br />w/(2) # DIA. RODS w/(2) #DIA RODS 1'-4' 0 2-STORY <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />FO7 EXTERIOR DOOR SILL @SGD <br />Pavers <br />EXTERIOR DOOR SILL <br />ENTRY <br />Pavers <br />SCAM 1/2'=1'-0 <br />SCALE: I/T=1'-o <br />SEE HEADER/LNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIM ANCHOR REQUIREMENT <br />2X AT 16' O.C.W/ <br />I/T CWB EA SIDE <br />W <br />a <br />(2) # DIA. RODS (C1�) #ROD CONT. ON <br />CONT, ON CHARS <br />°v AIRS <br />TYPICAL 3 1 /2' CONC. <br />10' <br />Flo THICKEND SLAB @ INTERIOR WALL <br />SCML 1/T41 0 <br />FINISHSLOPE <br />GRADE SLAB <br />:'{ mil .j;: !•j <br />THICKENED SLAB EDGE <br />SCALE: 1/T=1'-o <br />(1) # REINFORCMENT 4' <br />BAR CONT. <br />CONNC, PER SCHEDULE <br />a <br />SLOPE TO DRAIN <br />1 SHOWER RECESS <br />4' <br />ALT. BRICK <br />THRESHOLD <br />GARAGE DOOR RECESSED SILL <br />ME. 1/T=1'-o RECESS WITH PAVERS RECESS NTH SLAB <br />DOOR PER SPEC GROUT BED a <br />DOOR THRESHOLD PER PLAN W <br />0 R D` R F SLOPE <br />- PER PLAN �� <br />00 s f too ' a <br />i . , MONOLITHIC FOUND. MONOLITHIC FOUND. • ; : , <br />.W/ (2) # DIA. RODS W/ (2) # REBAR f . <br />1-0. CONT. ON CHAIRS CONT. ON CHAIRS 1-$ <br />1-4'02 4Y <br />CK <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) wn EXTERIOR DOOR SILL POCKET 1 ZERO CORNER SGD <br />SCALE 1/T=1'-o SCALE: 1/2'=1'-0 <br />MASONRY COLUMN <br />PER PLAN <br />—15i REBAR <br />15 REBAR w/25' MIN <br />LAP 0 EA FILLED CELL <br />w/LAP PER SLOPE <br />COVERSHEET <br />mega <br />PAVERS OR SLAB <br />PER SPEC. <br />o CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Cona'ete(R_M_ TYPICAL MASONRY COLUMN ON SPREAD FTG. <br />(1 1CREBAR ELL AT EACH- <br />LLED <br />CMU STRUCK BOTH WAYS <br />9 POURED CURB <br />• FINISH GRADE <br />c—MONOUTHIC FOUND. <br />w/(2) 14 DIA. RODS <br />ILL _D• � CONT. ON CHAIRS <br />- - - - - 1-4' 0 2 STORY <br />SCALE: 1/T=1'-o <br />8' C.M.U. WALL FINISH 8' C.M.U. WALL FINISH 2x P.T. PLATE SEg1RFD M SLAB w/ <br />PER ELEVATION 3/4' RECESS IN SLAB PER ELEVATION Y PONDER AMA18 FASIENERS OR <br />FINISH FLOOR�� TAPCOIIS 016' O.C. OR (2) ROWS 12d <br />MONOLITHIC FOUND. <br />w/(2) # DIA. RODS <br />CONT. ON CHAIRS. <br />-D GIN NAILS 017' O.C. <br />STEP PER PLAN <br />SLOPE :SLOP�E�,,r,y {. ,+ <br />MONOLITHIC FOUND. <br />w/(2) # DIA. RODS 74 <br />CONT. ON CHAIRS. <br />1'-0' 61/2' <br />PAVERS TYP. <br />-� �(1) #BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />VERIFY LOCATION I" <br />(1) #5 REBAR <br />w/LAP PER <br />COVERSHEET <br />FINISH GRADE <br />PLAN <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE 1/T=1'-0 <br />PER PLAN <br />THICKENED SLAB i <br />SCALE: 1/2•=1'-0 <br />2x AT 24'0.C. MAX <br />.1/T G.W.B. EA. SIDE <br />0 <br />(1) 14 ROD CONE ON <br />CHARS UNO <br />2X AT IV O.C. W/ <br />1/2' GE EA. SIDE SEE HFADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />STEP PER PLAN (7yry7[[ SPECIFYING ANCHOR REQUIREMENT <br />iG �• .ti •' .�' • O <br />(2) 14 ROD CONT. <br />ON CHAIRS 6" 1'-0• <br />Fos THICKENED SLAMGE (BEARING) <br />SCALE: 1/2'=14 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL ''''. { r MIN. LAP SPLICE EACH <br />_' SIDE SAME SIZE AS <br />AS REQb IN PLAN :' CYAN COMP <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER `s' 'r;s..: �' t • NUMBER OF CORNER = <br />SPLICE PROVIDE CONT. ."' %`^ t ' .'� t'' "� ': ' : BARS EQUALS NUMBER <br />STEEL RE1NF. BARS BENT ��' - '•t t.•?�rii OF CONT. BARS <br />AT CORNERS TO COMPLY <br />MATH THE INTENT OF THE •'; . ` . <br />BUILDING CODE NUMBER OF REBAR <br />IN. PER PLAN <br />25' M <br />PVC SLEEVE <br />LAP SPLICE <br />F12) REINF. PLACEMENT AT FTG. CORNERS F13 B <br />BE <br />SCALE: Ig=1'-O <br />1'-4' 0 2 STORY <br />PENETRATION DETAIL (SIDE VIE <br />SCALE 1/2'=I'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />[i4 aIC. I� f�I�lrlS� <br />MONOLITHIC FOUND. <br />w/(2) # DIA. RODS <br />CONT. ON CHAIRS <br />2x P.T. PLATE SECM TO SLAB w/ <br />3' POTM ACTUATED FASTEtFRS OR <br />TAPCONS 0 Ir O.0 OR (2) RMIS 12d <br />GUN NAILS 012' O C. <br />START SLOPE HERE <br />SLOPE <br />2X AT 1V O.C. W/ <br />2x AT 2411C. MAX <br />1/2' G.W.B. EA. SIDE <br />1/T GWB EA. SIDE 2' SEE HEADER/LNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />START SLOPE HERE SPECIFI1NG IWCHOR REQUIREMENT <br />SLOPE• } •tt _; �. .;.z.f �+r •a .. . <br />JI- <br />(�) �� CONT. <br />10 1/2"I. 1'-0• 110 1/2' _ <br />PENETRATING <br />PVC SLEEVE <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) # DIA. <br />RODS CONT. ON <br />CHAIRS <br />C5 <br />a <br />0 <br />N <br />S2 <br />95 <br />0 <br />M <br />4 <br />45 <br />00 <br />M <br />C <br />0 <br />UJ <br />T� <br />y. <br />A <br />�^J <br />N <br />U <br />as <br />o <br />0 <br />�1•I <br />� <br />•co <br />•O <br />N <br />� <br />liPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />SCANS 1/T=1'-0 C.O.A#ARCHITECTURE: �— <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 PROJECT TYPE <br />BE .# MIN8602 NIESE, PE Single Famil. <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />v P.E.# 80956 <br />c SPECIFICATION LEVEL <br />°�°�`202t Pulte <br />PLAN NAME <br />� • s � S ruce <br />t , <br />0.86025 _ <br />NPC MILD NUMBER <br />- * ' 2116.501 <br />T <br />M � � OF SHEET <br />MAt. SILO <br />