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(1) #5 REBAR w/ 25" LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />% <br />FINISH GRADE <br />100 <br />o <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />,TER <br />7 0 2"ST Y <br />CONT. ON CHAIRS 9" STARTER j <br />; - <br />COURSE . -a <br />ALT. CMU SEAT @ -1,Y2" <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'4-0 <br />3/4- RECESS IN SLAB 10 1/2- <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR ------- <br />4" 1/ 2" <br />4 <br />SLOPE <br />.. ............. <br />...... <br />MONOLITHIC FOUND. <br />7f� <br />w/(2) #4 DIA. RODS <br />CONT, ON CHAIRS. <br />1'-4* 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2'4-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB w/ vk <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16- D.C. OR (2) ROWS 12d <br />GUN NAILS @ 12' D.C. <br />STEP PER PLAN <br />v- 0 <br />7- <br />. T <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON-BI <br />SCALE: 112"4-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'4 @ 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE: 1/2-4-0 <br />in <br />DE V1 <br />2x AT 24"O.C. MAX. <br />1/2* G.W.B. EA. SIDE <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />M I n * <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />):3::c) MASONRY WALL CORNER ON SPREAD FTG. i <br />SCALE: 1/2'4-0 <br />3/4" RECESS IN SLAB <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />#5 REBAR <br />Lo <br />uj <br />w/25" MIN LAP <br />01 -01. SLOPE <br />30 <br />CD <br />W = M A: <br />PER PLAN <br />c-D <br />CONCRETE FOOTING <br />PER PLAN <br />01 <br />ier]s MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/2"=V-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR -Vk <br />TAPCONS @ 16- D.C. OR (2) ROWS 12d <br />GUN NAILS @ 12' O.C. <br />START SLOPE HERE <br />29 <br />SLOPE <br />PE <br />7777 <br />FLUSH CONDITION <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FPENETRATING <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <br />vi <br />#5 REBAR <br />w/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />L J <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />0. CONT. ON CHAIRS <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2-4-0 <br />2-1/2' @ IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) <br />SLOPE -10'-0" F.E. All SLOPE <br />PER PLAN L <br />_LD <br />0' <br />PM <br />(THICKNESS <br />SLIP, <br />>< <br />M 0-1 <br />00 <br />1, , "M I ff, T I 1 60 <br />ITI�= <br />M I FE- - FE <br />-11 <br />II <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. ---'1'-0 <br />w/(2) #4 DIA. RODS <br />1'-4" 0 2-STORY CONT ON CHAIRS w/(2) #4 DIA. RODS 1-4" @ 2-STORY <br />SCALE: 1fl"=V-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2- CONC. <br />FINISH GRAD SLAB <br />1/2' G.W.B. EA. SIDE SLOPE <br />4 <br />r7' - <br />.r. 4 <br />E <br />THICKENED SLAB -EDGE <br />SCALE: 1/2'4-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) #4 REINFORCMENT 4' 1 7; SEE FOUNDATION PLAN <br />BAR CONT. <br />r) <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />-ri <br />RODS CONT. ON C.0 7 <br />CHAIRS <br />(—F26SHOWER RECESS <br />SCALE: 1/2'4-0 <br />CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @ ENTRY (Paveos <br />SCALE. 1/2"=1'-0 <br />PAVERS TYP. <br />Now <br />- M WE,' <br />-r- U 4' (1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />ALT. BRICK <br />THRESHOLD <br />12" SQUARE C.M. . <br />COL PER PLAN cn (2) #5 REBAR w/ <br />im <br />25 LAP MIN. <br />0 EACH FILLED CELL <br />A-1-0, SLOP <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />rF03-6MASONRY COL, ON SPREAD FTG. <br />_�SCALE-1/2"���-O <br />DOOR PER SPEC <br />DOOR THRESHOLD------, /PER RAN <br />ALT. FLUSH BRICK <br />THRESHOLD EXTERIOR <br />SCALE: 1/2"=V-0 <br />1'-4- 0 2 STIO <br />OL PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />QONT. ON CHAIRS <br />CORNER BAR WITH 25- <br />CONT. FOOTING STEEL. <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REQ'D IN PLANSIDE. SAME SIZE AS <br />ALTERNATE TO CORNER I NUMBER OF CORNER <br />SPLICE PROVIDE CONT. BARS EQUALS NUMBER <br />STEEL RONF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY <br />THE <br />% NUMBER OF REBAR <br />WITH THE INTENT OF <br />BUILDING CODE. PER PLAN <br />25" MIN. <br />LAP SPLICE <br />:Fi:2REINF PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />f-71 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />11/30/20 <br />DATE <br />No. 8 <br />TAT <br />10fq I. <br />C? <br />00 <br />C31N <br />C-4 <br />"' <br />u <br />-14 <br />M <br />r---q <br />M <br />c:1 <br />Pic; <br />bA <br />4-4 <br />O <br />tPuite -('A <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />H' hgate <br />NPC CHI NU ER <br />2811.500 M <br />SHEET <br />S1.0 <br />