Laserfiche WebLink
(1) #5 REBAR w/LAP PER <br />COVERSHEET CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />4—O" PAVERS OR SLAB PER SLOPE ' <br />FINISH GRADE SPEC. —` <br />• 00 ,. <br />I - <br />o CONCRETE FOOTING <br />MONOLITHIC FOUND. ' :,, . w/REBAR AS NOTED > ; <br />W/ (2) #4 DIA. RODS ON FOUNDATION PLAN : �• <br />CONT. ON CHAIRS 9' STARTER (IF REQUIRED) <br />1-0" COURSE " ~ <br />1-4' 22 ST Y ALT. CMU SEAT @ -1)/2"PER PLAN <br />Fo1 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB rwc MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH 3/ 4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR FINISH FLOOR <br />4" <br />SLOPE <br />..... <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1,-�" <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />CMU COL. PER <br />PLAN <br />-#5 REBAR <br />w/LAP PER <br />w <br />COVERSHEET <br />4-o" SLOPE <br />W <br />m C <br />CONCRETE FOOTING— <br />0 <br />w/REBAR AS NOTED <br />Z <br />ON FOUNDATION PLAN `` -�•�- ' <br />(IF REQUIRED) <br />PER PLAN <br />rers) <br />MASONRY WALL CORNER ON SPREAD FTG, <br />-#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />w <br />CD¢ z <br />m CAD <br />o z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />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"=l'-0 SCALE: 1/2"=1'-0 <br />_ 8" C.M.U. WALL FINISH 2-1/2" ® IMPACT <br />PER ELEVATION GROUT BED DOOR DOOR PER SPEC QPAVERS PER SPEC n PAVERS PER (_01:)� <br />"' THICKNESS VARIES DOOR THRESHOLD SPEC THICKNESS <br />SLOPE <br />RMONOLITHIC FOUND. <br />t7i' <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS RECESS WITH SLAB <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS Q 12' O.C. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'0.C. MAX. <br />STEP PER PLAN 3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />SLOPE .._f:. , . GUN NAILS 012' D.C. 1/2' G.W.B. EA. SIDE <br />START SLOPE HERE 2" / <br />SLOPE <br />1'-0" 6 1�2" (1) #4 ROD CONT ON <br />CHAIRS UNO <br />STEP CONDITION FLUSH CONDITION <br />Fos THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2'=1'-0 <br />CLEAN COMP <br />PVC SLEEVE <br />1'-4' ® 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=l'-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 />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=l'-0 <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 />12' SQUARE C.M.. I ' <br />COL PER PLAN w (2) #5 REBAR w/ <br />cc 25" LAP MIN. <br />0 EACH FILLED CELL <br />OL 0'-0" SLOPE <br />PAVERS OR SLAB PER SPEC. <br />O <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Fo3D MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=l'-0 <br />( ) DOOR PER SPEC <br />� VARIES ' ` �• DOOR THRESHOLD PER PLAN <br />-.AUSLOPE <br />- <br />0' 0" F. .SLOPE O' O"4PER PLAN - ALT. BRICK PER PLAN <br />X <br />THRESHOLD <br />=LLI <br />�- <br />00 <br />I I I-III=III <br />1=ICI=ICI �11 I � ICI <br />.t.�• ICI —ICI j1�I •�J'..e �� <br />MONOLITHIC FOUND. MONOLITHIC FOUND. <br />1'-4' 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-4 8 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY <br />SCALE: 1 /2"=l'-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLOPE SLAB <br />.f . J Z <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=P-O <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />ii <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'=l'-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR w/ <br />LAP PER <br />COVERSHEET <br />FINISH GRADE PER <br />PLAN <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />_171 F- <br />-III=11 <br />C7 <br />PAVERS PER PLAN <br />-4„ (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG, <br />SCALE: 1 /2'=l'-0 <br />00 <br />oe/l <br />3" W I III- III- MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2"=l'-0 SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL • '.• MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />PAVERS TYP. CONT. FOOTING STEEL <br />SLOPE ...� �.. <br />GRADE <br />= ALTERNATE TO CORNER .f s NUMBER OF CORNER <br />I— ONT. SPUCE: PROVIDE '-- ...:.,• • BARS EQUALS NUMBER <br />: ` ' :. :•. •� .. >...:: .,..... <br />=I I I II I-� I STEEL RONF. BARS BENT OF CONT. BARS <br />-I ` <br />AT CORNERS TO COMPLY''-' <br />$ (1) #4 BAR CONT. WITH THE INTENT OF THE ':: '. ?'` ~ ' <br />BUILDING CODE. NUMBER OF REBAR <br />COMPACTED FILL 25" MIN. PER PLAN <br />LAP SPLICE <br />PAVER AT CONCRETE GRADE BEAM F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2"=1'-0 <br />O <br />O <br />LO <br />MC <br />c <br />? <br />v00 <br />cn <br />Op <br />O <br />Zny <br />00 <br />CN <br />v <br />ON <br />Cn <br />c� <br />•'■■� <br />v <br />4 <br />O <br />bA <br />N <br />� <br />P'uite ­ <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />0 THOMAS A. WEBER, PE <br />P,E. # 732+42 FLORIDA <br />0 3ENJAWN NIESE, PE SPECIFICATION LEVEL <br />o P.E4 86026 FLORID PUlte <br />in <br />5/26/21 <br />DATE <br />PLAN NAME <br />Highgate <br />NPC CH'IM NU ER <br />N r 2811.500 <br />CD <br />SHEET <br />1 <br />TAT ` S1.0 <br />Lu <br />o $ITT ttl'4 <br />a <br />