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(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />4-0,4' <br />FINISH GRADE <br />00 <br />I <br />CD Z <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9" STARTER <br />1-0 COURSE <br />74 0 2 ST10Y <br />ALT. CMU SEAT @ -1Y2' <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 />FINISH FLOOR <br />4" <br />PAVERS OR SLAB PER, <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />#5 REBAR <br />w/25" MIN LAP <br />'D in <br />-:C <br />L'i of <br />CO CCD <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2*=1'-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR---- <br />SLOPE <br />................... <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB wl V, <br />3* POWDER ACTUATED FASTENERS OR _\ TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />STEP PER PLAN <br />SLOPE <br />4" <br />6 1/2" (1) #4 ROD CONT. ON <br />e_ <br />CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE: 112"=1'-0 <br />CLEAN COMP, <br />PVC SLEEVE <br />1'-4' @ 2 STORY <br />BEARING PENETRATION DETAIL <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 />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WTH SLAB <br />2x P.T. PLATE SECURED TO M w/ <br />3* POWDER ACTUATED FASTENERS OR <br />_Vk <br />TAPCONS @ 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE 2 <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />A <br />2x AT 24"O.C. MAX. <br />1/2" G.W,B. EA. SIDE <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 />CMU COL. PER <br />PLAN <br />cr) <br />OL-0,-O SLOPE <br />CONCRETE FOOTING <br />.1... <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />—#5 REBAR <br />w/25" MIN LAP <br />CD fn <br />Ed14 <br />V cn c5 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />EE POURED CURB <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1, 0" <br />EXT. MASONRY WALL@ GARAGE <br />SCALE: 1/2-4-0 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 />'C--4 19 CL_ S DOOR PER SPEC <br />DOOR THRESHOLD SPEC (THICKNESS PER PLAN <br />(THICKNESS VARIES) <br />VARIES) DOOR THRESHOLD <br />.F. SLOPE 0'-0" F.F. <br />SLOPE 19k 0)-0" <br />PER PLAN li� <br />LD R <br />00 <br />PAVER <br />SIM SLOP (THICK <br />OgL PER PLAN <br />ALT. BRICK <br />q THRESHOLD <br />Mt <br />00 <br />00 CD <br />00 <br />- -. II <br />PIF ca_ - <br />- <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. W/ (2) #4 DIA. RODS 11 <br />MONOLITHIC FOUND.--"� <br />" <br />w/(2) #4 DIA. RODS W/(2) #4 DIA. RODS CONT. ON CHAIRS <br />1'-40 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" @ 2-STORY III ALT. FLUSH BRICK T-e 0 2 STO Y <br />EXTERIOR DOOR SILL (@-SGD (Pavers) EXTERIOR DOOR SILL 0 ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />SCALE: 1/2'4-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />'114 <br />THICKENED SLAB EDGE <br />SCALE: 1/2-4-0 <br />(1) #4 REINFORCMENT SEE FOUNDATION PLAN <br />III BAR CONT. 7;_ <br />CONC. PER SCHEDULE— <br />Uj <br />Cl- <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />MOW i 0=01 WZA Irrzomm, <br />I91&rMs 19 <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'4-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />AIRS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />.77 <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F1:2�) REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30" LAP MIN. <br />FINISH GRADE PER <br />PLAN <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />I <br />. ... . <br />PAVERS PER PLAN <br />1 4 (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG, <br />- <br />SCALE: 1/2'4-0 <br />co <br />C? <br />O <br />0 <br />L0O <br />Cx:0 <br />a-, <br />U <br />�' <br />0 <br />­-4 <br />W--q <br />0 <br />bb <br />r <br />a$ <br />co <br />4­4 <br />N <br />� <br />A, <br />Amm <br />_1ffPu Itet'j- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famfly <br />I THOMAS A. WEBER <br />P.E, # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E.#86025 FLORIDA Pulte <br />12/15/20 <br />DATE <br />P N PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />2810.500 <br />IN 02 <br />SHEET <br />STATE <br />S10 <br />AL <br />