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AL -0'-0" <br />00 a. <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />I <br />CONT. ON CHAIRS <br />L <br />4 0 2 S rO R) <br />EXTERIOR MASONRY WALL FTG <br />SCALE: 1/2"4-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR <br />4" <br />" <br />(1) #5 REBAR wl 25" LAP <br />U.N.O. CMU COL PER <br />--8" C.M.U. FINISH PER ELEV. <br />I <br />PLAN <br />PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />M <br />9" STARTER <br />COLIRSE_ PER PLAN <br />ALT. CMU SEAT @ -1Y2" #1 <br />FROM TOP OF SLAB <br />(-F—okMASONRY WALL CORNER ON SPREAD FTG'. <br />SCALE: 112"=1'-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR------Q, <br />SLOPE <br />........... <br />.............. <br />--------MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=I'-0 <br />RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3" POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 012. O.C. <br />STEP PER PLAN <br />SLOPE <br />411 <br />6 <br />/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />--� Fos THICKENED SLAB <br />@ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1' <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL <br />OIL -0'-0" <br />D <br />I <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) k4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 2 STORY <br />F1:3BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-0 <br />DE <br />CMU COL. PER <br />PLAN <br />#5 REBAR <br />—w/25" MIN 'LAP <br />OL -0'-0"> SLOPE <br />oQZ <br />-'o <br />uj <br />m C-D <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />/ers) MASONRY WALL CORNER ON SPREAD FrG. I <br />SCALE: 1/2-4-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />�l 0 ---b- <br />�­-- <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4" 0 2 STORY <br />WTH SLAB <br />2x P.T. PLATE SECURED TO SLAB W/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16- O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HER 2 <br />SLOPE <br />'4.t'-.-:-�!77:77777777 <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />vi <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 />W1 (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />FINISH GRADE <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE. 1/2'=1 <br />—#5 REBAR <br />w/25" MIN LAP <br />CD <br />L'i of <br />m C-D <br />(1) #5 REBAR AT EACH- <br />CMU STRUCK BOTH WAYS <br />FILLED CELL <br />POURED CURB <br />FINISH GRADE <br />w.. <br />o <br />MONOLITHIC FOUND. <br />V.- dr- <br />.. . .1. <br />w/(2) #4 DIA. RODS <br />—CONT. ON CHAIRS <br />1-4- 0 2 STO'RY <br />EXT, MASONRY WALL @ GARAGE <br />SCALE: 1/2-4-0 <br />2-1/2' @ IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC c <br />PAVERS PER SPEC PAVERS PER L <br />c <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) <br />SLOPE <br />a <br />F 1 0'-0" F.F. <br />SLOPE <br />PER ELAN <br />11,Y15"v <br />00 <br />I <br />00 c::, <br />- I I El I F <br />. . . . . . . . . . . . . . . . <br />c <br />Tj I <br />11-0" <br />1-0 MONOLITHIC FOUND. MONOLITHIC FOUND. ----"�" <br />W/(2) #4 DIA. RODS <br />wA2) #4 DIA RODS <br />l'-4" 0 2-STORY 1 -4" @ 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS PAVERS TYP. <br />SLOPE <br />TYPICAL 3 1/2" CONC. <br />SLAB gk GRADE <br />Ill <br />- <br />7111 III <br />811 <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />(1) #4 REINFORCMENTFOUNDATION PLAN ---- <br />BAR CONT. <br />n 5 <br />CONC. PER SCHEDULE cif <br />L�j <br />SLOPE TO DRAIN <br />7 <br />SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />0 <br />in <br />cV <br />C) <br />L6 <br />E <br />0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />ALT. BRICK <br />THRESHOLD <br />4-, PER PLAN <br />a. <br />90 <br />III <br />=—I P <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />L 1'-0" L CONT. ON CHAIRS <br />7 O l <br />ALT. FLUSH BRICK - <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN• <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />OAX� EQUALS <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />.: <br />WITH THE INTENT OF THE <br />' : <br />. . <br />: 1 t4 <br />NUMBER OF REBAR <br />BUILDING CODE. <br />PER PLAN <br />P <br />ol <br />25" MIN. <br />LAP SPLICE <br />(F12 REINF. PLACEMENT AT FTG. CORNERS <br />WALL HEIGHT PER PLAN <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30" LAP MIN. <br />FINISH GRADE PER <br />PLAN <br />FINISH GRADE <br />�f-�E7 �71 I EEI I ME <br />-F—TT ItII ' <br />- PAVERS PER PLAN <br />1-4"10, (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTQ. <br />SCALE: 1/2-4-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12/17/20 <br />DATE <br />No. 025 <br />0 <br />rr�'ssrQN <br />AL <br />C? <br />00 <br />00 <br />(V <br />Zj <br />U <br />0 <br />co <br />tz <br />0 <br />O <br />bA <br />� <br />m <br />4-j <br />"it <br />*Pu It e f,] nc-; <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Fan-dly <br />SPECIFICATION LEVEL <br />Pulte <br />c r-) n A 1 n /-N L. I m I A //-N i ®1 1 4. r) o I n a r\ n -r: 11 01 1 4. C' -C n 17 A E- A <br />�l T-1 4-1 --rT, <br />