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�p <br />(1) 15 REBAR wAAP PER <br />COVERSHEET CMU COL.PER <br />PLAN <br />8" C.M.U. FINISH PER ELEV. <br />OIL -0'-0" <br />FINISH GRADE <br />MONOLITHIC FOUND.-----�_ <br />W/ (2) 14 DIA, RODS <br />CONT. ON CHAIRS <br />L <br />9" STARTER <br />COURSE <br />4; <br />14 2 STSY <br />ALT, CMU SEAT @ 4/2" <br />E)MOR MASONRY WALL FrG <br />FROM TOP OF SLAB <br />SCALE: 1/2'4 -0 <br />8" C M.U. WALL FINISH <br />3/4' RECESS IN SLAB <br />10 1/2' <br />PER ELEVATION <br />FINISH FLOOR — <br />A" <br />SLOPE <br />..... ...... <br />w/(2) #4 D1k RODS <br />MONOLITHIC FOUND. <br />CONT� ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=I'-O RECESS WITH PAVERS <br />2x AT 2�'O.C. MAX. <br />2x P.T. PLAI SECURED TO SLAB w/ _vk <br />3" POWDER ACTUATED FASTENERS OR: <br />d <br />TAPCONS @ 16* Ok. OR (2) ROWS 12 1/2" G,W.B. EA. SIDE <br />GUN NAILS 0 12* O.C. <br />STEP PER PLAN <br />64 <br />S"LOPE:"l <br />J <br />I. - 7_�4_ <br />I D11 (1) #4 ROD CONT. ON <br />1/2" <br />CHAIRS UNG <br />STEP CONDITION <br />THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE: 1/2-4-0 <br />CLEAN COMP) <br />Ilk -0 j - <br />7�?r- <br />PVC SLEEVE <br />2 STORY <br />__'� F BEAPJNG PENETRATION DETAIL <br />SCALE: 1/2"44 <br />E! <br />CD <br />DE VI <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOU N D. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />F. <br />w/REBAR AS NOTED " <br />" 7- � ' <br />ON FOUNDATION PLAN <br />7 7- <br />(IF REQUIRED) <br />L PER PLAN <br />MASONRY WAIL CORNER ON SPREAD FrG. <br />4__IE I <br />SCALE: 1/2'=l'-O <br />3/4" RECESS IN SLAB <br />FINISH FLOOR ----------- \ <br />2x P.T. PLATE SECURED TO SLAB w/ - <br />3' POKER ACTUA11D FASTENERS OR <br />TAPCONS 0 16' O.C, OR (2) ROWS 12d <br />GUN NALS 9 12' O.C. <br />START SLDPE HERE - <br />PENETRATING <br />PVC SLEEVE <br />15 REBAR <br />w/LAP PER <br />COVERSHEET <br />L�j <br />LLj Ckf <br />-1 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />w/(2) J4 DIA, RODS <br />MONOLITHIC FOUND. <br />CONT. ON CHAIRS. <br />I'_4' 0 2 STORY <br />KEUEn WIIH �I_Ab <br />FLUSH CONDITION <br />2x AT 2�'O.C. MAX. <br />G.W.B. EA. SIDE <br />1/2 <br />8" C.M,U, FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ <br />(2) 14 DIA. <br />RODS CONT. ON <br />CHAIRS <br />CONCREIE SLAB ON <br />CLEAN COMPACTED FILL 1 8 SAN CUT <br />SAW CUT <br />_A - <br />NOTE: <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT, <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2'=l'-O <br />CMU COL PER <br />PLAN <br />LI) <br />Lj <br />0�� <br />SLOPE <br />4 <br />CONCRETE FOOTIN <br />w/REBAR AS NOTED <br />TION PLAN <br />ON FOUNDA <br />(IF REQUIRED) <br />L PER PLAN <br />MASONRY WALL CORNER ON SPREAD Ff <br />SCALE: 1/2'4-0 <br />—#5 REBAR <br />wAAP PER <br />COVERSHEET <br />L'j <br />C=3 <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />v) <br />L� <br />'*-* :; " -: - - -!'- <br />L <br />­71 7:� <br />11-01, <br />1�4' 0 2 STORY <br />EXT. MASONRY WALL GARAGE <br />SCALE: 112"=l'-O <br />2-1/2' 0 IMPACT <br />DOOR <br />DOOR PER SPEC <br />C-4 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />GROUT BED '>_ PAVERS PER SPEC L�j PAVERS PER <br />cl- VARIES) <br />SLOPE 0'-0" FL kk-- <br />SLOPE <br />7/ <br />PER PLAN f-6 <br />CKD <br />1�1 I F, <br />IE <br />30 <br />MONOLITHIC FOUND. MONOLITHIC FOUND.""L 1'-0" <br />w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS <br />V-4" 2-STORY CONT <br />ON CHAIRS l'-4" @ 2-STORY <br />POURED CURB <br />FINISH GRADE <br />- —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT, ON CHAIRS <br />SCALE: 1/2"=l'-D <br />, <br />CON1 ON CHAIRS <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE 1/2"=l'-D <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1/2'4-0 <br />(1) 14 REINFORCIVIENT <br />BAR CONT. <br />CONC, PER SCHEDULE - <br />4', SEE FOUNDATION PLAN 1�" <br />SLOPE TO DRAIN <br />a <br />SHOWER RECESS <br />SCALE: 1/2'=l'-O <br />PAVERS TYP. <br />W <br />20A <br />Oro <br />(1) 14 BAR CONT. <br />COMPACTED FILL <br />-PAVER AT CONCRETE GRADE BEAM <br />ALT. BRICK <br />THRESHOLD <br />12" SQUARE C.M. . <br />COL. PER PLAN (2) #5 REBAR w/ <br />25" LAP MIN. <br />> EACH HLLED CELL <br />\.j SLOPE <br />PAVERS OR SLAB PER SPEC,, <br />CONCRETE FOOTNG w/REBAR <br />AS NOTED ON FOUNDATION <br />PER PLAN <br />PLAN (IF REQUIRED) <br />(FO30� MASONRY COL. ON SPREAD FTG. <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />EXD <br />.6'. <br />�4' <br />� <br />ALT. FLUSH BRICK <br />THRESHOLD SGERIOR DOOR SILL @ ENTI <br />SCALE: 1/2'=]'-O <br />PER PLAN <br />AN <br />OgL PER PL <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF, BARS BENT <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />7 <br />BUILDING CODE. <br />NUMBER OF REBAR <br />I <br />25� MIK <br />PER PLAN <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=I'-O <br />c7l <br />_40 cf)� <br />OV-4 (= <br />0 f�� <br />C4� <br />C'4� <br />I.— <br />U <br />cm <br />Pic$ <br />V, <br />0 <br />u') <br />r <br />cf) <br />*PutteGraup- <br />c <br />CD <br />400 9 1 <br />c <br />ML <br />�rs <br />v___4 <br />=> <br />mzv <br />m <br />C-4 <br />00 pc� <br />114 49 C) <br />;.4 <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />±LL=L=j <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />pwte <br />\111 1111111 <br />Fieldstone ooe PLAN NAME <br />Highgate <br />C.O.A# ARCHITECTURE: <br />AA26002802 NPC CH17 NUXER <br />C.O.A ' # ENGINEERI N <br />29349 2811.500 <br />0 BENJAMIN NIESE, PE 4 <br />P.E.# 86025 <br />At - SHEET <br />El IAN MCCULLOUGH, PE OF <br />P.E.# 80956 # <br />S1 90 <br />08/30/2021 11VAU <br />DATE SIGNED <br />