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0 <br />o, <br />3 <br />c <br />0 <br />0 <br />0 <br />U <br />U <br />0 <br />N <br />O <br />• N <br />U <br />N <br />0 <br />0 <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />-O'-0" <br />FINISH GRADE <br />00 ,. <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />COURSE ' <br />ALT. CM P SEAT <br />SLAB <br />B 1h" <br />=01 EXTERIOR MASONRY WALL FTG FROM <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING PER PLAN <br />PER PLAN <br />)� MASONRY WALL CORNER ON SPREAD FT( <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 />w 4 w <br />SLOPE <br />...........::. <br />MONOLITHIC FOUND. <br />•� w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <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' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012. O.C. <br />STEP PER PLAN <br />SLOPE <br />•n• cD <br />4 <br />6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />� THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2-4-0 <br />CLEAN COMPi <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />VI <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 />m <br />CMU COL. PER <br />PLAN <br />-#5 REBAR <br />w/25" MIN LAP w <br />OIL a <br />-O'-O" SLOPE <br />w <br />o¢ Z <br />m C-D CONCRETE FOOTING <br />PER PLAN <br />'o <br />PER PLAN <br />rers) MASONRY WALL CORNER ON SPREAD FTG. <br />#5 REBAR <br />w/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />EE <br />Ir POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />v CONT. ON CHAIRS <br />0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2-4SCALE: 1 /2"=1'-0 <br />Z <br />8" C.M.U. WALL FINISH 2-1/2" ®IMPACT Q <br />PER ELEVATION GROUT BED OOR DOOR PER SPEC <br />J��SLOP'E <br />PAVERS PER SPEC PAVESPECRS PER <br />THICKNESSDOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLDVARIES) DOOR THRESHOLD PER PLAN <br />SLOPE 0'-0" <br />F.F. <br />SLOPE PER PLAN X �' ALT. BRICK PER PLAN <br />z <br />.. <br />z - + THRESHOLD <br />00 I Z <br />'�'o II1=I��_I�' Q � <br />. • MONOLITHIC FOUND. III - I (- I=I I- <br />cl- <br />w/(2) #4 DIA. RODS • `, .:: III ihI -� �- w <br />- I I- 3" - - MONOLITHIC FOUND. <br />CONT. ON CHAIRS. 1'-O" MONOLITHIC FOUND. s • . • - <br />MONOLITHIC FOUND. 1'-O" W/ (2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS j'-0" CONT. ON CHAIRS <br />1'-4" ®2-STORY w/(2) #4 DIA. RODS - <br />CONT. ON CHAIRS CONT. ON CHAIRS 1-4' 2-STORY ; . I 1'-4' 0 2 ST Y <br />ALT. FLUSH BRICK <br />Fob EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR Vk <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />2x AT 24'0.C. MAX. <br />1/2' G.W.B. EA. SIDE <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 />SCALE: 1 /2"=1'-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />,. <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'4-0 <br />(1) #4 REINFORCME 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SCALE: 1 /2'=1'-0 <br />NT <br />Z <br />n <br />w <br />a <br />SLOPE TO DRAIN <br />.r <br />SHOWER RECESS <br />PAVERS TYP. <br />",�-•��(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1 /2'=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL .• ':j MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />y� ' • s NUMBER OF CORNER <br />ALTERNATE TO CORNER •: �;��:� . •::.• _..:.. . <br />BARS EQUALS NUMBER <br />SPLICE: PROVIDE CONT.`':'` <br />STEEL REINF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE ' ' <br />BUILDING CODE. NUMBER OF REBAR <br />25' MIN. PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-O <br />2D <br />O O <br />O M <br />v 00 <br />M <br />O <br />VJ <br />O <br />� O <br />� 00 <br />A"' <br />v � <br />N <br />U `Y' <br />�M <br />O <br />r-I w <br />N c <br />11*Pulte <br />so_ <br />T <br />0 <br />v <br />o_ <br />N <br />O <br />l� <br />O cv <br />r� M <br />l� M <br />00 w <br />' !2 Cn <br />v 0-4 <br />ICU <br />O N H <br />v Z <br />0 <br />0 <br />x ZZ <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REVS 10AXAMWIM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Sin le Famil <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATE ``111111l1i� ` <br />PLAN NAME <br />Cedar <br />�= NPC CHILD NUMBER <br />2810.500 <br />p OF �Af SHEET <br />S1.0 <br />OXORIDp. <br />�NA1. t\ <br />lIII <br />f�-C M. \ n1 n\ 'I n A \ r)01 n nLi -- /-\...J--\ 1 n%Ain\ r)01 n Cnn\ -r:4.i- I ..4-c`."", ....:r:—n...... c A C .J...- <br />.r <br />SHOWER RECESS <br />PAVERS TYP. <br />",�-•��(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1 /2'=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL .• ':j MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />y� ' • s NUMBER OF CORNER <br />ALTERNATE TO CORNER •: �;��:� . •::.• _..:.. . <br />BARS EQUALS NUMBER <br />SPLICE: PROVIDE CONT.`':'` <br />STEEL REINF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE ' ' <br />BUILDING CODE. NUMBER OF REBAR <br />25' MIN. PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-O <br />2D <br />O O <br />O M <br />v 00 <br />M <br />O <br />VJ <br />O <br />� O <br />� 00 <br />A"' <br />v � <br />N <br />U `Y' <br />�M <br />O <br />r-I w <br />N c <br />11*Pulte <br />so_ <br />T <br />0 <br />v <br />o_ <br />N <br />O <br />l� <br />O cv <br />r� M <br />l� M <br />00 w <br />' !2 Cn <br />v 0-4 <br />ICU <br />O N H <br />v Z <br />0 <br />0 <br />x ZZ <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REVS 10AXAMWIM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Sin le Famil <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATE ``111111l1i� ` <br />PLAN NAME <br />Cedar <br />�= NPC CHILD NUMBER <br />2810.500 <br />p OF �Af SHEET <br />S1.0 <br />OXORIDp. <br />�NA1. t\ <br />lIII <br />f�-C M. \ n1 n\ 'I n A \ r)01 n nLi -- /-\...J--\ 1 n%Ain\ r)01 n Cnn\ -r:4.i- I ..4-c`."", ....:r:—n...... c A C .J...- <br />SCALE: 1 /2'=1'-O <br />2D <br />O O <br />O M <br />v 00 <br />M <br />O <br />VJ <br />O <br />� O <br />� 00 <br />A"' <br />v � <br />N <br />U `Y' <br />�M <br />O <br />r-I w <br />N c <br />11*Pulte <br />so_ <br />T <br />0 <br />v <br />o_ <br />N <br />O <br />l� <br />O cv <br />r� M <br />l� M <br />00 w <br />' !2 Cn <br />v 0-4 <br />ICU <br />O N H <br />v Z <br />0 <br />0 <br />x ZZ <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REVS 10AXAMWIM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Sin le Famil <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATE ``111111l1i� ` <br />PLAN NAME <br />Cedar <br />�= NPC CHILD NUMBER <br />2810.500 <br />p OF �Af SHEET <br />S1.0 <br />OXORIDp. <br />�NA1. t\ <br />lIII <br />f�-C M. \ n1 n\ 'I n A \ r)01 n nLi -- /-\...J--\ 1 n%Ain\ r)01 n Cnn\ -r:4.i- I ..4-c`."", ....:r:—n...... c A C .J...- <br />11*Pulte <br />so_ <br />T <br />0 <br />v <br />o_ <br />N <br />O <br />l� <br />O cv <br />r� M <br />l� M <br />00 w <br />' !2 Cn <br />v 0-4 <br />ICU <br />O N H <br />v Z <br />0 <br />0 <br />x ZZ <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REVS 10AXAMWIM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Sin le Famil <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATE ``111111l1i� ` <br />PLAN NAME <br />Cedar <br />�= NPC CHILD NUMBER <br />2810.500 <br />p OF �Af SHEET <br />S1.0 <br />OXORIDp. <br />�NA1. t\ <br />lIII <br />f�-C M. \ n1 n\ 'I n A \ r)01 n nLi -- /-\...J--\ 1 n%Ain\ r)01 n Cnn\ -r:4.i- I ..4-c`."", ....:r:—n...... c A C .J...- <br />