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ij L=.,..,:l[�.LM"JUMINEIIIIIELLIL""--i-i 11 ilA_L__ _,_ 1c: ­ i <br />Ilrim <br />(1) #5 REBAR w/ 25' LAP <br />U.N.O. CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />OIL-c-O.— <br />FINISH GRADE <br />MONOLITHIC FOUND.--------, <br />W/ (2) 14 DIA. RODS <br />9' STARTER <br />• <br />-0 COURSE <br />CONT. ON CHAIRS IV �174VO 2 SiTY ALT. CMU SEAT 0 4� <br />§1) EXTERIOR MASONRY WALL FrG FROM TOP Of SLAB <br />SCALE 1/2'=1'-O <br />3/4' RECESS 114 am 10 1/2' 8* C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR =: <br />SLOPE <br />.......... <br />.............. <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />4_'� GARAGE DOOR RECESSED SILL <br />SCALE- 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT 24*0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ 1/2' G.W.B. EA Y POOR ACTUATED FASTENERS OR <br />TAPICONS 0 lir RQ OR (2) ROWS 12d <br />GM W 0 12 D.C. <br />STEP PER PLAN <br />(AZI <br />(1) #4 ROD CONT. ON <br />L CHAIRS UNO <br />THICKENED <br />SCALE: 1/2"=1'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />I'-,r 0 2 STORY <br />� F13 BEARING PENETRATION DETAIL <br />PAVERS OR SLAB PER SLOPE <br />SPEQ�, <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />3 MASONRY WALL CORNER ON SPREAD FTG. <br />c <br />--,)-SCALE- llf=l'-O <br />31e RECESS IN SLAB — <br />FINISH FLOOR <br />2x P.T. PLATE SECURED TO SLAB w/ <br />.r POW ACTUATED FASTENERS OR <br />TAPCX 0 16- at OR (2) ROWS 12d <br />(AM mu 0 it ac. <br />START M HERE <br />SL <br />OPE <br />PENETRATING <br />m <br />CMU COL PER <br />PLAN <br />—15 REBAR <br />w/25" MIN LAP <br />0'-0" SLOPE <br />oQZ <br />CONCRETE FOOTING d.. <br />PER PLAN <br />77r o <br />PER PLAN <br />iers) MASONRY WALL CORNER ON SPREAD FT <br />8* C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />• <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />I L 1-04 <br />1'-4* 0 2 STORY <br />&GLbi N I H SLAM <br />15 REBAR <br />w/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />m POURED CURB <br />FINISH GRADE <br />of m <br />—MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS11 — <br />1'-4' 0 2 STORY <br />SCALE: 1/2'=1'-O <br />SCALE: 1/2*4-0 <br />2;912" 0 IMPACT <br />fi <br />GROUT BED <br />D DOOR PER SPEC <br />PAVERS PER SPEC <br />PAVERS PER <br />(3 <br />CL_ <br />DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD <br />SPEC THICKNESS <br />VARIES <br />DOOR THRESHOLD <br />R PLAN <br />I 1po, 4A <br />SLOPE <br />O'zOr F.E. <br />7/ <br />►SLOPE <br />19FN <br />01-0 <br />PER PLAN <br />>< <br />ALT. BRICK <br />PER AN <br />00 <br />THRESHOLD <br />E:n <br />Em�9 F <br />I-00 <br />J <br />I <br />(3 <br />MONOLITHIC FOUND. <br />1A, <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />1-11 <br />FOUND. <br />11-op <br />. <br />L <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />q <br />l'-e 0 2-STORY <br />wA2) #4 DIA. RODS <br />wA2) #4 DIA. RODS q, <br />q <br />14 0 2-STORY <br />-09 <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />A LT. FLUSH BRICK r-,r <br />0 2 <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />THRESHOLD EXTERIOR DOOR SILL <br />@ ENTRY LConcrejte <br />SCALE:- 1/2'4-0 <br />SCALE- 1/2'=1'-O <br />SCALE 1/2'4-0 <br />(1) 14 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />-1/2' G.W.B. EA. SIDE FINISH GRADE SLOPE T SLAB <br />4 - qZ <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />THICKENED M EDGE <br />SCALE 1/2*=1'-0 <br />(1) J4 REINFORCMENT J" SEE FOUNDATION PLAN _4' <br />BAR CONT. <br />_j <br />rl <br />CONC. PER SCHEDULE ,1 <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />PAVERS TYP. <br />MF,A <br />r", i VFW I F/j, <br />6mmE <br />jm=l <br />(1) #4 BAR CONT. <br />COMPACTED ALL <br />PAVER AT CONCRETE GRADE BEAM <br />t — — _j <br />VEHICLE SIDE OF PEDESTAL <br />30'x3O'x12' CONC. <br />FTC. w/ (3) #4 <br />REBAR EA. WAY <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />DOWEL <br />MIN. LAP SPLICE EACH <br />AS REO'D IN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />4 <br />�`'`' <br />SPLICE. PROMDE CONT. <br />STEEL REINF. BARS BENT <br />~'_'�`� <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />NTH THE INTENT OF THE <br />BUILDING WE. <br />NUMBER OF REBAR <br />25* MIN. <br />PER PLAN <br />LAP SPLICE <br />:F:1:2:REINF. PLACEMENT AT FTG. CORNERS <br />SCALE- 1/2'=1'-O <br />SCALE: 1/2*=1'-0 <br />CONCRETE SLAB ON M M 14 REBAR 3" <br />CLEAN COMPACTED ALL 1 SAW CUT FROM TOP & 10" <br />410-- BEND 0 BOTTOM <br />SAW CUT <br />T <br />LAJ <br />C14 <br />:0 <br />NOTE <br />SAWEDJOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT.30, <br />(_Fiq'TYPICAL SAW CUT JOINT (hi) GAS WATER HEATER PEDESTAL <br />SCALE: 1/2*4-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />3 <br />u_ <br />-0 <br />V) <br />c� <br />cn <br />cn Fieldstone ,NMI - N <br />E <br />C.O.A.* 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 .8 02 <br />C:) (248) 622-4035 <br />CN 0 BENJAMIN P NIESE <br />Itr E.# 86025 4: <br />0 THOMAS A. WEBER, PE i 0 STA <br />-Z <br />P.E.* 73242 <br />.41 .. - RIO <br />FLORIDA ....... <br />Lu 06-26-2020 11NAL F' ��� <br />DATE SIGNED <br />O <br />OQ <br />=> <br />0 <br />00 <br />"IT <br />N <br />Q) <br />Cfj <br />U <br />V­4 <br />Q, <br />cf) <br />4-a <br />0 <br />liP'utterou - <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.0 <br />