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(1) #5 REBAR w/ 25' LAP <br />U.N.O. <br />CMU COL. PER <br />—8* C.M.U. FINISH PER ELEV. <br />PLAN <br />#5 REBAR <br />w/25" MIN LAP <br />OL-c-o" <br />PAVERS OR SLAB PER SLOPE <br />7 <br />FINISH GRADE <br />SPEC. <br />7. <br />00 <br />CONCRETE FOOTING - .. - <br />j <br />MONOLITHIC FOUND. <br />w/REBAR AS NOTED <br />W/ (2) #4 DIA. RODS <br />a <br />ON FOUNDATION PLAN <br />CONT. ON CHAIRS <br />V-0 1- 0 2ST Y <br />� <br />9' STARTER <br />COURSE _ <br />ALT. CMU SEAT 0 -lV <br />(IF REQUIRED) <br />PER PLAN <br />EXTERIOR MASONRY WALL FTG <br />FROM TOP Of SLAB <br />rg w-MASONRY WALL CORNER ON SPREAD FTG. <br />(Pavers) <br />SCALE. 1/2'=I'-o <br />SCALE 1/2*=1'-0 <br />#5 REBAR <br />#5 REBAR <br />w/25' MIN LAP <br />I <br />w/25" MIN LAP <br />C/) <br />SLOPE <br />SLOPE <br />cm 9 Q, -il <br />m (D <br />Lm' <br />CONCRETE FOOTING <br />PAVERS OR SLAB PER <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />Tl 2� <br />SPEC. <br />(IF REQUIRED) <br />CONCRETE FOOTING <br />PER PLAN <br />w/REBAR AS NOTED PER PLAN <br />ON FOUNDATION PLAN <br />(F-03d MASONRY COLUMN ON SPREAD FTG. <br />(IF REQUIRED) <br />SCAM 1/2'=1'-0 <br />1-- 2-1/2' 0 IMPACT <br />(4— <br />GROUT BED <br />DOOR DOOR PER SPEC <br />PAVERS PER SPEC <br />0- <br />PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD <br />SPEC (THICKNESS <br />VARIES)7 <br />0' -0" F.E. <br />SLOPE oiLV-O' <br />F.F. <br />SLOPE <br />0 <br />PER PLAN <br />71 <br />00 <br />milt <br />I �l <br />loo <br />=E <br />lb <br />'-"--,—MONOLITHIC <br />0- <br />FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-4-4' ®-2-STORY <br />w/(2)14 DIA. RODS <br />CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />Fo7 EXTERIOR DOORSILL @SGD <br />Pavers <br />(Pay <br />EXTERIOR DOOR SILL @ ENTRY (Pavers <br />:7 SCALE 112'=1'-0 <br />SCALE 1/2'4-0 <br />2X AT 16* O.C. W/ <br />2X AT 16' O.C. W/ <br />1/2' GVE EA. SIDE---*---� <br />SEE HEADER/LINTEL PLAN FOR <br />1/2' GWB EA. SIDE m <br />2' <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />SLOPE <br />3 <br />J.- <br />C-4 <br />C14 <br />(2) #4 ROD CONE <br />(2) P 101 CONT. <br />ON CHAIRS <br />" <br />16" <br />[ 1'-0" <br />)0 1/2" <br />ON CHAIRS <br />I/Z <br />I STEP COQjION <br />q ITUSH <br />CONAON <br />—"� F THICKENED SLAB GARAGE <br />og <br />(BEARING) <br />SCALE: 1/2"=1'-0 <br />8° C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMP) <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE i'-e 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE 1/2�*=V-0 <br />VERIFY LOCATION ILI <br />(1) #5 REBAR <br />w/30' LAP Mil <br />FINISH GRADE <br />PLAN <br />MASONRY WALL ON CONTINUOUS FTG, <br />SCALE-' 1/2*=I'-0 <br />PENETRATING <br />0651-01 <br />SCALE' 1/2'=1'-0 <br />CONCRETE SLAB ON <br />CMU COL PER <br />PLAN <br />#5 REBAR <br />w/25" MIN LAP <br />Ck= <br />OL 4-0. SLOPE <br />uj <br />o <br />CONCRETE FOOTING <br />lc � <br />Ir m V=) <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />z <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(Concreto= <br />SCAM 1/2*=1'-0 <br />FILLED CELL <br />(1) #5 REBAR AT EACH—::,. <br />CMU STRUCK BOTH WAYS-- <br />POURED CURB <br />FINISH GRADE <br />jl'� <br />:'... . ..... <br />ql <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />11-o" CONT. ON CHAIRS <br />1'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE. 1/2'=1'-0 <br />DOOR PER PER SPEC <br />DOOR THRESHOLD PER PLAN <br />0" <br />T. BRICK OIL PER PLAN <br />RESHOLD <br />00 <br />L <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. RODS <br />L <br />CONT. ON CHAIRS L <br />ALT. FLUSH BRICK Tf 0 2 SdY <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE 1/2*=I'-0 <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT 2X AT 16' O.C. W/ <br />1/2' CWB EA. SIDE <br />(2) #4 DIA RODS <br />CON ON CHAIRS <br />T. <br />'C14 <br />4- <br />10 <br />V-0. 10 <br />Flo THICKEND SLAB @ INTERIOR WALL (BEARING) <br />8* C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP 11E (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. <br />RODS CONT. ON <br />CHAIRS <br />SCALE 1/2*=l'-O <br />= <br />L'i <br />olLo'-0. j SLOPE <br />.1. <br />.. - i ---� '.1 <br />PAVERS OR SLAB PER SPEC. -/ <br />COLUMN DIM PER ARCHS + <br />4' CONC. FTG. w/ (3) #4 <br />BARS ON CHAIRS EA. WAY <br />PER PLAN <br />4M <br />1w3D MASONRY COL ON SPREAD FTG. <br />SCALE 1/2*=I'-0 <br />31e RECESS IN SLAB -::W 110 1/2' <br />FINISH FLOOR— <br />8* C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4' C.M.U. BLOCK PER ELEV. <br />25' LAP MIN. (1) #5 REBAR <br />uj <br />s Q:1 ii, <br />'F wm <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4' C.M.U. BLOCK PER ELEV. <br />__---25' LAP MIN. (1) #5 REBAR <br />olLu- SLOPE <br />Hal --Im m <br />COLUMN DIM PER ARC <br />SLOPE <br />4' CONIC. FTG. w/ (3) 14 <br />BARS ON CHAIRS EA. WAY <br />PER PLAN <br />8' C.M.U. WALL FINISH <br />PER ELEVATION 31e RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2*=1'-0 RECESS NTH PAVERS <br />2x AT 24!0.C. MAX <br />2x P.T. PLATE SECURED TO SUB w/ <br />5' P01111DER ACTUATED FORM OR <br />TAPCONS 0 16- O.C. OR (2) RM 12d 112' G.W.B. EA. SIDE <br />GUN NALS 0 It O.C. <br />STEP PER PLAN <br />SLOPE <br />C=) <br />A <br />L4' L <br />117-0- 6 /2v (1) 14 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2*=I'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONIC. <br />FINISH GRADE SLAB <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE. 1/2"=I'-0 <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 />NIH SLM <br />2x P.T. PLATE SECURED TO SA w/ <br />S* POVIDER ACTUATED FASTENERS OR <br />TAPCONS 0 IV O.C. OR (2) ROWS 12d <br />1:: <br />GUN NAILS 0 12" O.C. <br />START SLOPE HERE <br />SLOPE FLUSH CONDITION <br />2x AT 24'O.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />PAVERS TYP. <br />•1-*,;" 4 (1) #4 BAR CONT, <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />V <br />MIN. LAP SPUCE EACH <br />ASREQ'DINPLAN <br />X. <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT, <br />STEEL REINF. BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF .... <br />BUILDING CODE. <br />NUMBER OF REBAR <br />0. <br />N <br />25" MI. <br />PER PLAN <br />LAP SPUCE <br />hvREINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2*=1'-0 <br />c! <br />co <br />(u <br />00 <br />-j V <br />O <br />u <br />O <br />00 <br />U-) <br />U <br />41 PEI <br />bb <br />H <br />lkpulto Foup <br />PRODUCT MANAGER <br />all <br />RELEASE <br />DATE: XXZXXZXXXX LAI <br />C.OJL# ARCHITECTURE: <br />AA260028W <br />C.OA.# ENGINEERING: PROJECT TYPE <br />29U9 <br />Single Fanifly <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA <br />4/28/21 Nte <br />DATE <br />PLAN NAME <br />'rc)-vver <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />OF S'rAM <br />S1.0 <br />