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(1) #5 REBAR w/ 25" LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN 4-0" SLOPE FINISH GRADE —� I MO NOLITHIC F UN 0 D op I a a I - Z PAVERS PER SPEC. ` . CONCRETE FOOTING W/ (2) #4 DIA. RODS w/REBAR AS NOTED CONT. ON CHAIRS 9" STARTER :: y ON FOUNDATION PLAN 1-0" COURSE (IF REQUIRED) PER PLAN 1'-4" @ 2 STORY ALT. CMU SEAT @ -1 �01 EXTERIOR MASONRY WALL FTG FROM FROM TOP OF SLAB F03_ MASONRY COL. ON SPREAD M. (Pav( SCALE: 1/2'=1'-0 PER ARCH Z LZ a� Of co OIL 0'-0" a Q SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN 01 F03D MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR w 4" 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR W W Of m eD p Z SCALE. 1/2'-i'-0 PER ARCH z � J L.� cn o W �m 11 0'-0" ' ¢ SLOPE =: P� CONCRETE FOOTING • ^ ! = + w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR SLOPE ........... MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE , 4" 1'-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION os THICKENED SLAB GARAGE (NON -BEARING) REINF. PER PLAN 8" OR 12" SQUARE III w/LAP PER OR ROUND C.M.U. COVERSHEET COL. PER PLAN I Uj 0'-0" > SLOPE I p c. m cc D o z CONCRETE FOOTING -' w/REBAR AS NOTED. ON FOUNDA11ON PLAN • ' ' — (IF REQUIRED) PER PLAN 01 MASONRY COL. ON SPREAD FTG. (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR nv W CD o Z I � 8" C.M.U. WALL FINISH PER ELEVATION SLOPE J p MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4" 0 2 STORY 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION SCALE: 1/2"=1'-0 :* I CORNER BAR WITH 25" VERTICAL DOWEL :' '.:.; ':% MIN. LAP SPUCE EACH AS REQ'D IN PLAN ' ` SIDE. SAME SIZE AS CLEAN COMP -JJ CONT FOOTING STEEL. ALTERNATE TO CORNER .N-�y'1.`J _' ..; ... �,,., NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT '1�.' s', .;.:. :.; .: r BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE' BUILDING CODE. NUMBER OF REBAR „ PER PLAN 71 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' @ 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1 /2'=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE THICKENED SLAB EDGE SCALE: 1/2'=1'-0 SCALE: 1 /2'4-0 811�'r1N1� 2x AT 24'O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCATION IN FIELD (1) #5 REBAR w/30" LAP MIN. FINISH GRADE PER — PLAN FINISH GRADE ''=1 I I. � ,_ :.:•. •::: ;�.:::_ .....I�— III=' '•I PAVERS PER PLAN (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 MASONRY COLUMN PER PLAN SLOPE REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET #5 BAR w/ 25" MIN LAP W CD¢CD PAVERS OR SLAB PER '' m SPEC. CONCRETE FOOTING • ' + `' �. - w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED01 MAS NRY COLUMN ON SPREAD FTG. (Pavers] PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN •. + (IF REQUIRED) — PER PLAN MASONRY WALL CORNER ON SPREAD FTG. CMU COL. PER PLAN —#5 REBAR w/25" MIN LAPLLJ Cn -0'-0" SLOPE W �O ¢ Z W � m CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN `' -�-- '-` (IF REQUIRED) PER PLAN Hers) MASONRY WALL CORNER ON SPREAD FTG. —#5 REBAR w/25" MIN LAP J ¢ Z m C5 o Z I SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS GROUT BE Cr ii w „ -O -O w ¢ POURED CURB O� FF � Q SLOPE —► FINISH GRADE r ,. 00 00 I 00 o —MONOLITHIC FOUND. MONOLITHIC FOUND. ' e_ �° - w/(2) #4 DIA. RODS W/ (2) #4 REBAR „ 1 -8 $ " 1� CONT. ON CHAIRS CONT. ON CHAIRS 1'-4 @ 2 STORY " F� EXT. MASONRY WALL 0 GARAGE Fo7z EXTERIOR DOOR SILL 0 POCKET I ZERO CORNER SGD SCALE: 1/2"=1'-0 SCALE: 1/2'=1'-0-� SCALE: 1/2'=1'-0 _ Z 2-1/2" @IMPACT a GROUT BED DOOR DOOR PER SPEC Q PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD o' SPEC (THICKNESS VARIES) DOOR THRESHOLD PER PLAN ` :.' 0'-0" F.F. E SLOPE 0'-0" F.F. SLOPE7/ 0,-0„ PER PLAN x �' ALT. BRICK PER PLAN 00 . .. ... .P ........... a, 00 THRESHOLD -' I m I I —III ;I I' I o III —III —III '' I I J 00 :III III—I_II1-''' '.. —I I I_I I I; I �, I I I-1 �1 I I- 3" - I I I=1 I I- MONOLITHIC FOUND. 711'`-4 11, '-0" I, MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" 1'-0" ODS CONT? ON4CHAIRS t 0 2-S�TORYr w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'_4• ®2_STORY y: ` _ CONT. ON CHAIRS CONT. ON CHAIRS .. III ALT. FLUSH BRICK 1'-4' • 2 ST Y Fob EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL Cad ENTRY (Concrete) SCALE: 1 /2'=1'-0 SCALE: 1 /2"=1'-0 2X AT 16' O.C. W/ 2X AT 16" O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2' GWB EA. SIDE 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE - — (2) #4 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2" ON CHAIRS 10 1/2' 1'-0" 10 1/2" STEP COI FLUSH CONDITION FF� THICKENED SLAB 0 GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING li'L�'llaall 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS VI 30"x30"x12' CONC. FTG. w/ (3) #4 r— REBAR EA. WAY L J VEHICLE SIDE OF PEDESTAL REBAR 3" OM TOP & 10" NO @ BOTTOM N L 30" L GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONLI� SCALE: 1/2'=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS (1) #4 REINFORCMENT " SEE FOUNDATION PLAN 4" BAR CONT. J r CONC. PER SCHEDULE W SLOPE TO DRAIN SHOWER RECESS SCALE: 1 /2'=1'-0 SCALE: 1/2'4-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS d- CV -0" 10" 611 THICKEND SLAB 0 INTERIOR WALL SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE. AA26002802 G.Q.A.# ENGINEERING: 29349 I-1 THOMAS A. WEBER" PE P.E. # 73242'FLOR'.IDA 8 BENJAMIN N1EBE, PE RE4815026 FLORIDA 6/18/21 DATE N. T`�'tiik`tY� O M r--a OCR Cn O vJ O 0 t\ T t -) v '}'+ N U `Y' c� •� Q "O � w bA r c� co 4-j O N a� tPulteGrouir sue_ i s� N m •� W v o_ c'V O o � w Cn �Q 1 _ (� � V W r Q -41 o � a$ O as ic Q w x � 00 w PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0