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(1) 15 REBAR wl 25" LAP 8' OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8* C.M.U. FINISH PER ELEV. COL PER PLAN -0'-0° A$ i FINISH GRADE 00 PAVERS PER SPEC. - MONOLITHIC FOUND. ------------,— CONCRETE FOOTING W/ (2) #4 DIA. RODS w/REBAR AS NOTED CONT. ON CHAIRS L L STARTER 9* STARTER• COURSE ON FOUNDATION PLAN (IF REQUIRED) 1-4' 0 2 STIORY ALT. CMU SEAT 0 -13� `F�ol EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB KF_m_p'� MASONRY SCALE:llf=l'-O '\,�SC�ALE-1/2=�f-1 SLOPE - :. .. PER PLAN PER ARCH A PtK AXUH :2t �c 8* C.M.U. BLOCK FILLED __j W. SOLID w/GROUT w 85 m 4" C.M.U. BLOCK PER ELEV. V3 Ck= C:) W W < 'd--, o'-o" SLOPE 25' LAP MIN. (1) #5 REBAR w. 'd-, o'-o SLOPE \-F I W.91: UJ in C> IQ m 'v CS PAVERS OR SLAB PER CONCRETE FOOTING w/REBAR CONCRETE FOOTING AS NOTED ON FOUNDATION w/REBAR AS NOTED PLAN (IF REQUIRED) PER PLAN ON FOUNDATION PER PLAN PLAN (IF REQUIRED) MASONRY COL ON SPREAD FTG. SCALE: 1/2*=1'-0 WALL FINISH 3/4' RECESS IN SLAB 10 1/2 PER 8* C.M.U. ELEVATION 3/4' RECESS IN SLAB - FINISH FLOOR FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE 1/2'4-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX.2x P.T. PLATE SECURED TO SLAB wl 3* POND ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN 'SL;E _31 / 12n 6 (1) #4 ROD CONT. ON L CHAIRS UNO STEP CONDITION )8 THICKENEI SCALE: 1/2"=I'-0 LAP SPLICE '� F12 REINF. PLACEMENT AT FTG. CORNERS CORNER BAR WITH 25* MIN. LAP SPUCE EACH REINF. PER PLAN w/LAP PER COVERSHEET 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR CD cr oz 8' C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB I/ 3' POWER ACTUATED FASTENERS OR TWORS 0 16- O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE 2' SLOPE 4r FLUSH CONDITION SIDE. SAME SIZE AS ULM COW CONT. FOOTING STEEL 0 1 - NUMBER OF CORNER BARS EQUALS NUMBER OF CON1 BARS NUMBER OF REBAR PER PLAN SCALE:- 1/2'4-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONIC FINISH GRAD SLOPE SLAB =lE THICKENED SLAB EDGE SCALE 1/2'=I'-0 CONCRETE SLAB ON CLEAN COMPACTED ILL SAW CUT SAW CUT A NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. C) C14 (-F39 TYPICAL SAW CUT JOINT SCALE 1/2'=I'-0 CL PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1/2'=1'-0 110 8" OR 12" SQUARE OR ROUND C.M.U. COL. PER PLAN C/) SLOPE amm—ft. I CONCRETE FOOTING ,L w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) L PER PLAN L OF MASONRY COLUMN PER PLAN REINF. PER PLAN CMU COL. PER CMU COL PER w/LAP PER PLAN PLAN COVERSHEET J5 REBAR w/25" MIN LAP un PAVERS OR SLAB PER SLOPE SLOPE SPEC. OIL-0'-0. is m Q) ra 1, L'j 3 Q IV CONCRETE FOOTING M CD CONCRETE FOOTING w/REBAR AS NOTED b w/REBAR AS NOTED PL ON FOUNDATION AN 0 P ON FOUNDATION LAN (IF REQUIRED) I'S (IF REQUIRED) L PER PLAN PER PLAN jk=_'MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG, SCALE. 1/2*=1'-0 SCALE 1/2*=I'-O (1) 15 REBAR AT EACH FILLED CELL :m ___j "'c #5 BAR wl 25* CMU STRUCK BOTH WAYS S' GROUT BE MIN LAP SLOPE C.D PAVERS OR SLAB P m SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN L PER PLAN (IF REQUIRED COLUMN ON SPREAD FTG. (paveos POURED CURB F.F. SLOPE SLOPE FINISH GRADE loo 4j• loo o —MONOLITHIC FOUND. MONOLITHIC FOUND. % wA2) f4 DIA. RODS W/ (2) f4 REBAR 11-8m 8" CONT. ON CHAIRS CONT. ON CHAIRS SCALE 1/2*=I'-0 SCALE: 1/2*=1'-0 2-1/2' @IMPACT GROUT BED OR DOOR DOOR PER SPEC PAVER' PAVERSPERSPEC 15 PAVERS PER (3 �' [ _QlL (THICKNESS VARIES) DOOR THRESHOLD (THICKNESS SPEC (THICKNESS :SLOPE L VARIES) SLOPE F.E. 71 oILO'zO- SLOPE PER PLAN d% 00 :2E >< 00 .4 P, I WO; ca-._ Uj (3 NF — MONOLITHIC FOUND, MONOLITHIC FOUND. l'-ow q q , 1'-4'STOR 4" 0 2- Y wA2) #4 DIA. RODS CONT. ON CHAIRS w/(2) #4 DIA. RODS l'-4! 0 7 Fi t. CONT. ON CHAIRS 'ERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) 1/2*=1'-0 _- SCALE: 1/2'=1'-0 # 2X AT 16' O.C. W1 v k 2X AT 16' O.C. W/ V l 1/2' GWB EA. SIDE SEE HEADER/UNTEI_ PLAN FOR 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR Zx AT 24*0.C. MAX. ASSOCIATED WALL DETAIL 2" ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN L SLOPE 1/2' G.W.B. EA. SIDE "OPE,.:..... ILLd _`1 C'4 (2) J4 ROD CONT. P F (2) #4 ROD CONT. ON CCHAIRS [ 6" 1'-0. [10 1/2m ON CHAIRS 10 1/2'11'-0' 110 1/2" 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) J4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. I-#-- U 4' (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM I STEP CONK ON Fos THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2"=l'-0 PENETRATING PVC SLEEVE 8* C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS rmiz'EXTERIOR DOOR SILL POCKET I ZERC ALT. BRICK THRESHOLD (1) #4 REINFORCMENT 4" I SEE FOUNDATION PLAN 44, BAR CONT. CONC. PER SCHEDULE Ck= SLOPE TO DRAIN SHOWER RECESS SCALE 1/2*=1'-0 VERIFY LOCATION (1) #5 REBAR w/30* LAP Mll FINISH GRADE PLAN MASONRY WALL ON CONTINUOUS FTG. SCALE 1/2*=1'-0 SCALE 1/2'=I'-0 DOOR PER SPEC - DOOR THRESHOLD- PER PLAN #5 REBAR w/25' MIN LAP Lu m ED SGD PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS L CONT. ON CHAIRS L i ALT. FLUSH BRICK 1'-4' 0 2 STY THRESHOLD IDGERIOR DOC FINISH GRADE PER PLAN SCALE: 1/27=1'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) 14 DIA. RODS CONT. ON CHAIRS lom 1'-0 ion f THICKEND SLAB @ INTERIOR WALL SCALE 1/2'=1'-0 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.#86025 FLORIDA 1/27/21 DATE No. a OF '0'//%/ 1 10NAL Itlll oc! V__4 (u 44 00 CC) o.--. 97.4 OHO L� N 45 u 0 Q) "Icl . rlc� r..4 "---I WL4 bA co 4-A N � lkPulte uup-, PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET sl o