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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 />-0'-0" <br />FINISH GRADE <br />00 ? . <br />MONOLITHIC FOUND. o <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />COURSE "' <br />1-4' 2 ST Y ALT. CMU SEAT @ -1Y" <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2"=1'-0 <br />3/4" RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />� n <br />�}I <br />w <br />SLOPE <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"0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ Vk <br />3' POWDER ACTUATED FASTENERS OR _\ <br />TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />SLOPE <br />o <br />F�4 <br />6 1�2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-C <br />CLEAN COMP, <br />Ilk -0 <br />PVC SLEEVE <br />1'-4" ® 2 STORY <br />F13 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 />PAVERS OR SLAB PER SLOPE ' <br />SPEC. �' <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN . +` <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />1 '-O11 <br />i'-4' 0 2 STORY <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 012' O.C. <br />START SLOPE HERE <br />cl AD[ <br />PENETRATING <br />IwLla111 thI <br />FLUSH CONDITION <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />#5 REBAR <br />w/25" MIN LAP <br />UiI <br />w/25" MIN LAP <br />OIL -O'-O" SLOPE <br />w <br />J Q Z <br />W <br />J Q Z <br />m <br />CONCRETE FOOTING ;; :: ; •.:. :; <br />m c v <br />w/REBAR AS NOTED <br />o <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />rers) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(Concrete) <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />EE POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1'-4' ®2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1 /2'=1'-0 SCALE: 1 /2"=1'-0 <br />_ Z <br />Q <br />8" C.M.U. WALL FINISH 2-1/2' @ IMPACT <br />DOOR <br />PER ELEVATION GROUT BED PAVERS PER SPEC DOOR PER SPEC PAVERS PER 3" Lj DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS t <br />w DOOR THRESHOLD <br />� VARIES) <br />SLOPE LL <br />SLOPE ; <br />0'" F.F.F0'-0" F.F. Af\' 01 <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <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 />PER PLAN <br />::::`•. <br />PER PLAN x ALT. BRICK PLAN <br />,•. - — � - THRESHOLD Z r THR <br />11=1 1=1 1=1 I' 0o o I I 1=1 I I-T , ... J __ <br />I=1 1=1 1=1 I 11=1 I_ _ I II —III —I I- <br />`' � �:�,, ::• III- -: = •..III=111- <br />e uj I _ MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND.--,-,1'-0" — W/ (2) #4 DIA. RODS <br />1'-4"�2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-0" CONT. ON CHAIRS <br />CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" ®2-STORY �; :: III 1'-4 <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL C@ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />-------------------- <br />SHOWER RECESS <br />SCALE: 1 /2'=1'-0 <br />PAVERS TYP. <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-0 <br />•;; <br />�� <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />: � <br />`• •�� <br />': <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />.' <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />w+.•".....` <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINE BARS BENT <br />' <br />- ;.:..; <br />^� .` <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY' <br />'r� <br />WITH THE INTENT OF THE' <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C,Q.A.# ENGINEERING: <br />29349 <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 I" ,:ARtDA <br />8 BENJAt IN NIEBE, PE <br />P.E.W88025 FLORIDA <br />5/20/21 <br />DATE X1t111)It� <br />CE'z <br />w.. <br />. IE Ofit <br />is <br />#« <br />00 <br />�� <br />i <br />v00 <br />m <br />o <br />V J\ <br />O <br />00;-_4 <br />� <br />V <br />C=) <br />v <br />� <br />U <br />`Y' <br />al <br />� <br />o <br />as <br />CIO <br />N <br />� <br />tPulteGm-up- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />