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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 —0'-0° OILFINISH SLOPE GRADE —? ao , MONOLITHIC FOUN o z � PAVERS PER SPEC. . W/ (2) #4 DIA. RODS •. ' CONT. ON CHAIRS 9" STARTER :. 0 • CONCRETE FOOTING COURSE PER PLAN PER PLAN 1-4 0 2 STORY ALT. CMU SEAT 0 -%' F01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB MB MASONRY COL. ON SPREAD FTG. Pav! SCALE: 1/2'=1'-0 SCALE: ,/2"=,'-0 PER ARCH PER ARCH 114 Z� a 8" C.M.U. BLOCK FILLED z7. SOLID w/GROUT a Q 4" C.M.U. BLOCK PER ELEV. w ��. Cm 0'—O" SLOPE =� 25" LAP MIN. (1) #5 REBAR 0 -0 Q SLR -. Co W ¢ z m c°5 - PAVERS OR SLAB PER SPEC. o CONCRETE FOOTING CONCRETE FOOTING • + PER PLAN PER PLAN PER PLAN of LPER PLAN MASONRY COL ON SPREAD FTG. 01 SCALE: 1 /2'=1'-0 3/4' RECESS IN SLAB 10 112" 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR FINISH FLOOR 4" j SLOPE MONOLITHIC FOUND. ,.; w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24'0.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 i'-0" 6 1�2" (1) #4 ROD CONT. ON CHAIRS UNO REINF. PER PLAN w/30" LAP MIN. oQ Z 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR � ¢ z W C-D o Z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE I- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1-0' 1'-4' 0 2 STORY RECESS 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 SCALE:1/2'=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL: - MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMP, =JJ CONT. FOOTING STEEL. r —0'— 90 ALTERNATE TO CORNER II NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT 4.:. � ' BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY r.:• WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR PER PLAN 25 MIN. PVC SLEEVE 00 LAP SPLICE 1'4 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS L§L BEARING PENETRATION DETAIL SCALE: 1/2"=1'-0 FINISH GRADE �CI,E THICKENED SLAB EDGE SCALE: 1/2'=1'-0 SCALE: 1 /2'4-0 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 �— (1) #4 ROD CONT. ON CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. SLAB GRADE - ^� Z (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE v OR ROUND C.M.U. COL. PER PLAN W C OIL O'—O" ' SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) SCALE: 1/2'=1'-0 MASONRY COLUMN PER PLAN PAVERS OR SLAB PER J SPEC. •..-'i"`.:.,.. CONC. FTG. PER PLAN PER PLAN REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN #5 BAR w/25" MIN LAP Z M of cr- z m C' #5 REBAR w/25" MIN LAP PAVERS OR SLAB PER SLOPE SPEC. cn m CONCRETE FOOTING ' PER PLANCD:z� PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Pavers) SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 11 1_ " CONT. ON CHAIRS 1'-4' 0 2 STORY-4' ®2STORY EXT. MASONRY WALL @ GARAGE SCALE: 1/2'=1'-0 1\� SCALE: 1/2"=1'-0 Z 2-1 /2" 0 IMPACT a GROUT BED DOOR DOOR PER SPEC Q " Cr CMU COL. PER PLAN C /) —O'—O" SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1/2-4-0 #5 REBAR w/25" MIN LAP PAVERS PER SPEC a PAVERS PER 3 a DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS Uj a VARIES) DOOR THRESHOLD PER PLAN F. SLOPE 0'-0' F.F.0 - SLOPE "�' v; - �, PER PLAN ALT. BRICK PER PLAN "� _ i, THRESHOLD III III _III-11 o III -I I I =III -I I Q °� �' 111-III-1 I- ' III -III_ ICI--III=11 11 M r:.. -III III- 3" a - , a., I�hI�1= I -_ - MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" -�- •,. - W/ (2) #4 DIA. RODS w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 41, 1'-0" CONT. ON CHAIRS V-4" 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' 0 2-STORY yr __ L� 1'-4" 0 2 ST Y '`. ALT. FLUSH BRICK EXTERIOR DOOR SILL SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL Cad ENTRY (Concrete) SCALE: 1/2'=1'-0 SCALE: 1/2'4-0 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/UNTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE SLOPE '-� (2) 14 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 10 1/2" ON CHAIRS Ir 10 1/2° 1'-0^ 10 1/2" THICKENED SLAB @ GARAGE (BEARING) SCALE: 1/2'=1'-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 VERIFY LOCATION 1". nn n (1) #5 REBAR w/30" LAP MIl 30"x30"x12" CONC. FTG. w/ (3) #4 REBAR EA. WAY FINISH GRADE PLAN I I A.. I L J VEHICLE SIDE OF PEDESTAL REBAR 3" OM TOP & 10" ND 0 BOTTOM �30�" GAS WATER HEATER PEDESTAL SCALE: 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS MASONRY WALL ON SCALE: 1 /2"=1'-0 FINISH GRADE PER PLAN SCALE: 1/2'4-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS CN THICKEND SCALE: 1 /2"=1'-0 INTERIOR WALL 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE 00o Fieldstone �Jp!MIN C.O.A.# 29349 `z. 3400 AUBURN RD., #200 AUBURN HILLS, MI 48326 • 86� (248) 622-4035 BENJAMIN NIESE P.El 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242[OR100 FLORIDA 06-03-2020DATE ��S ...... SIGNED CV r a ! t / Q) OQ � O A� .ai CM N k-z Q) V co N � *PulteGroup- PRODUCT MANAGER RELEASE DATE: 03 /27 /2020 PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME W MSTONE NPC CHILD NUMBER 2375.500 SHEET S1.0