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OIL -0'-0" a • MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS =01 EXTERIOR MASONRY WALL FTG SCALE: 1/2"=1'-0 (1) #5 REBAR w/ 25' LAP U.N.O. CMU COL. PER —8° C.M.U. FINISH PER ELEV. PLAN I PAVERS OR SLAB PER SLOPE -FINISH GRADE SPEC. Z CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN 9" STARTER y (IF REQUIRED) COURSE PER PLAN ALT. CMU SEAT @ -1Y" FROM TOP OF SLAB F03c MASONRY WALL CORNER ON SPREAD FTG. #5 REBAR w/25" MIN LAP Q SLOPE CONCRETE FOOTING w/REBAR AS NOTED _,:;; ON FOUNDATION PLAN ' ' (IF REQUIRED) PER PLAN MASONRY COLUMN ON SPREAD FTG. SCALE: 1/2-4-0 PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) CMU COL. PER PLAN — #5 REBAR w/25" MIN LAP W -0-SLOPE �¢Z m C CONCRETE FOOTING — of w/REBAR AS NOTED Z ON FOUNDATION PLAN 6 • -�- (IF REQUIRED) PER PLAN vers) MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL #5 REBAR CMU STRUCK BOTH WAYS w/25" MIN LAP SCALE: 1 /2'=1'-0 - z 2-1/2" • IMPACT a GROUT BED Cl- DOOR DOOR PER SPEC Q „ PAVERS PER SPEC PAVERS PER 3 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS PER ARCH 8" C.M.U. BLOCK FILLED Z ` ! 8" C.M.U. BLOCK FILLED —#5 REBAR SOLID w/GROUT 0 SOLID w/GROUT w/25" MIN LAP a Q 4" C.M.U. BLOCK PER ELEV. ¢ 4" C.M.U. BLOCK PER ELEV. O 0'-0" SLOPE 25" LAP MIN. (1) #5 REBAR 25° LAP MIN. (1) #5 REBAR `•; o 0'-0" SLOPE = o ^ J Q Z < o -- W m PAVERS OR SLAB PER SPEC. m ca ! COLUMN DIM PER ARCHS + ,=':i-; COLUMN DIM PER ARCH + 4" CONC. FTG. w/ (3) #4 4" CONC. FTG. w/ (3) #4 BARS ON CHAIRS EA. WAY PER PLAN BARS ON CHAIRS EA. WAY PER PLAN ncrete F03D MASONRY COL. ON SPREAD FTG. CE POURED CURB FINISH GRADE t-1 - o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS ° 1� I CONT. ON CHAIRS 1'-4 •2 STOR*Y EXT. MASONRY WALL @ GARAGE SCALE: 1/2-4-0 DOOR PER SPEC VARIES) DOOR THRESHOLD PER PLAN SLOPE F.IL `.. 0' 0" F.F. SLOPE 7/ 0 0" . :... ;.:''. PER PLAN `. z x :.. - BRICr.: PER PLAN - _1.ALT. _ f := :: ¢ THRESHOLD •:e �00 1r=11—III— , -�- III it II III- M'J _ �:a II I I— �n W '•• :a' I I I=I I I— ,. :,:, I — MONOLITHIC FOUND. 1'-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" •... y. , >. — n 1-0 W/ (2) #4 DIA. RODS CONT. ON CHAIRS V-4" ® 2-STORY 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 STO Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL Cad ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1 /2"4-0 2X AT 16' O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE cV •iN (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2" STEP CONDITION Fos THICKENED SLAB 0 GARAGE (BEARING) SCALE: 1 /2"=1'-0 CLEAN COMP, PVC SLEEVE 1'-4" 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1 /2"=1'-0 2X AT 16' O.C. W/ 2 1/2" GWB EA. SIDE „ SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE A •iN CV (2) #4 ROD CONT. ON CHAIRS 10 1/2" 1'-0" 10 1/2" PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TlE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1 /2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS N Y: f. —0" lo" THICKEND SLAB @ INTERIOR WALL SCALE: 1 /2°=1'-0 2X AT 16" O.C. W/ 1/2' CW'B EA. SIDE SCALE: 1/2"=1'-0 3/4" RECESS IN SLAB 10 1 12" FINISH FLOOR (n A„ w Y p 8" C.M.U. WALL FINISH 3 4° RECESS IN SLAB PER ELEVATION / 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 @ 16' O.C. OR (2) ROWS 12—\ d 1/2" G.W.B. EA. SIDE GUN NAILS 0 12' O.C. STEP PER PLAN le •.p ` cD 4 1'-0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS UNO STEP CONDITION '4 THICKENED SLAB GAR AGE RAGE (NON -BEARING) SCALE: 1/2"=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE Z SIN st THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 8" C.M.U. WALL FINISH PER ELEVATION SLOPE .. MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. ILI 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS ®16' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2„ SLOPE FLUSH CONDITION 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE PAVERS TYP. #4 BAR CONT \\� COMPACTED FILL PAVER AT CONCRETE GRADE BEAM CORNER BAR WITH 25" VERTICAL DOWEL } ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOLING STEEL. ALTERNATE TO CORNER �'y.�'-. NUMBER OF CORNER BARS EQUALS NUMBER SPLICE: PROVIDE CONT. „... OF CONT. BARS STEEL REJNF. BARS BENT AT CORNERS TO COMPLY WITH THE INTENT OF THE 'C ; `• -=:'`:;''`; : : .••. BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2'4-0 SCALE: 1 /2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C•O.A.# ENGINEERING: 29349 01 3 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E.#86025 FLORID a 2/16/21 DATE 1 :V ^� No. 8 E OFr • .40 J <<t►111}`t d O=> o� m 00 41 � O p r ^ vJ .00 a1 �-I O va�, U `Y' ca .O r--1 —.4 4-1 0 4-A N c PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DARAMWTO PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Tower NPC CHILD NUMBER 1569.501 SHEET S1.0