Laserfiche WebLink
(1) #5 REBAR w/ 25" LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />OIL -0'-0" 1 <br />FINISH GRADE <br />MONOLJTHIC FOUND. — <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9* STARTER j• <br />-0. COURSE t� : a <br />ALT. CMU SEAT 0 -V� <br />1-4- "02 ST Y <br />01 EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB <br />- SCALE- 1/2*4-0 <br />3/4- RECESS IN SLAB 10 1/2' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR — <br />SLOPE <br />............. :... <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2*4-0 RECESS WITH PAVERS <br />2x AT M.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />,r POWER ACTUATED FASTDIERS OR <br />TAPMNS 0 16- O.C. OR (2) ROWS 12d 112' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />I <br />lb, <br />CIO <br />(1) #4 ROD CONT. ON <br />6 �1/2- CHAIRS LINO <br />SCALE: 1/2'4-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE 1'-47 0 2 STORY <br />6-3BEARING PENETRATION DETAIL <br />SCALE 11f=1'-0 <br />CMU COL PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />L PER PLAN L <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE:- 1/2*=I'-O <br />31e RECESS IN SLAB — <br />FINISH FLOOR <br />2x P.T. PLATE SECURED TO IN w/ <br />r POW ACTUATED FASTENERS OR <br />TAPM 016. Ot OR (2) ROVIS 12d <br />GUN NAILS 0 lf QC. <br />START SLOPE HERE <br />2 <br />SLOPE <br />PENETRATING <br />CMU COL PER <br />PLAN <br />—#5 REBAR #5 REBAR <br />GO <br />w/25' MIN LAP w/25' MIN LAP <br />dk-0,-0III SLOPE <br />LU <br />M <br />LLj fk:: <br />CD <br />CONCRETE FOOTING <br />PER PLAN <br />:2E <br />PER PLAN <br />ieN MASONRY WALL CORNER ON SPREAD FTG. (Concrete) <br />SCALE: llf=l'-O <br />8* C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />7 <br />11 0. <br />EXT. MASONRY WALL @ GAR <br />SCALE: 1/2*=1'-O <br />POURED CURB <br />—FINISH GRADE <br />6j w— <br />o <br />m —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />26gl2* 0 IMPACT <br />GROUT BED <br />D <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />= <br />(THICKNESS VARIES) <br />DOOR THRESHOLD --,,< <br />Cl- <br />SPEC (THICKNESS <br />I <br />VARIES) <br />SLOPE <br />-0' F.F. <br />7/ <br />ObO' <br />I-F <br />SLOPE <br />PER PLAN J% <br />00 <br />>< <br />=E <br />00 <br />. .-. <br />1-0 <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND.— <br />q q <br />l'-4" 0 2-STORY <br />q <br />w/(2)#4 DIA. RODS w/(2) #4 DIA. RODS * <br />CONT. ON CHAIRS 1-4 0 2-STORY <br />CONT ON CHAIRS <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY <br />(Pavers► <br />SCALE 1/2'=I'-O <br />SCAM llf=l'-O <br />(1) #4 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2- CONIC. <br />FINISH GRADE SLOPE SLAB <br />1/2- G.W.B. EA. SIDE <br />t <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 />THICKENED SLAB EDGE <br />SCALE: 1/2*=1'-0 <br />(1) #4 REINFORCMENT 4* SEE FOUNDATION PLAN <br />BAR CONT. <br />CONIC. PER SCHEDULE <br />L.j <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE 1/2'=I'-O <br />.4" <br />EWA <br />W%# i wZ0 r1A <br />ing <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PLAN <br />�. <br />ALT. BRICK <br />oPER PLAN b <br />THRESHOLD <br />00 <br />3# <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />."N <br />L 1-00 <br />L <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK <br />71--4--0 2 �ST <br />Y <br />THRESHOLD <br />EXTERIOR DOOR SILL (5) ENTRY (Concrete) <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: llr=l'-O <br />VERTICAL DON! - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />filREINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2*4-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30' LAP MIN. <br />30"x30*xl 2' CONC. <br />FTG. W/ (3) #4 <br />REBAR EA. WAY FINISH GRADE PER <br />PLAN <br />L fj <br />VEHICLE SIDE OF PEDESTAL <br />#4 REBAR 3' <br />FROM TOP & 10" <br />BEND 0 BOTTOM <br />m A 11 <br />ICN <br />GAS WATER HEATER PEDESTAL <br />SCALE 1/2*=I'-O <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />MASONRY WALL <br />SCALE 1/2'=1'-O <br />CORNER BAR WITH 25" <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />=PAVERS PER PLAN <br />9' <br />,,-(2) #4 REBAR <br />XTINUOUS FTG. <br />co <br />000 <br />45 <br />01.4 <br />o�VJ <br />CrN <br />U <br />cis <br />r <br />CO <br />N <br />� <br />*Pult8 r <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OJL# ENGINEERING: PROJECT TYPE <br />29349 Single Fan-dly <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />Ill BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E.#86025 FLORIDA <br />PWte <br />9/3/20 <br />DATE <br />ox PLAN NAME <br />Cedar <br />C:4ecic <br />NPC CHILD NUMBER <br />No. "0 <br />12810.500 <br />Z <br />SHEET <br />E <br />SLO <br />OVA <br />