Loading...
HomeMy WebLinkAboutS000.6PLAN SHEET COMMU PRODU LAWSO RELEA DATE NPC P LAWSO LEGAC SPECI GARAG REV # PROJE NOTE: CURRE ENGINE ARCHIT 4/2 JGF (c) Co Pulte Central Zone 1901 North Roselle Road, Suite 1000 Schaumburg, Indiana 60195 SINGLE FAMILY ---- ---- ---- ---- ---- ---- ---- ---- ---- MULHER PULTE 16 TYPICAL COLUMN TO FOOTING CONNECTION w/ STEEL BEAM SCALE: 3/4"=1'-0" \A1;ADJUSTABLE PIPE COLUMN\P-SEE PLAN FLOOR JOISTS -SEE PLAN CONC. FTG.\P-SEE PLAN \A1;COLUMN CAPACITY MUST BE RATED FOR A MINIMUM OF 18k @ 8 11 TYPICAL WALKOUT BASEMENT FOUNDATION SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 FASTEN SHEATHING TO SILL PLATE PER EXT. WAL TYP. BSMT. SLAB\P-SEE 1/SD.01 15 TYPICAL THICKENED SCALE: 3/4"=1'-0" 2x P.T. BOTTO INTERIOR BEAR \A1;16" \A1;8" TYP. BSMT. SLAB\P-SE 10 SCALE: 3/4"=1'-0" GRADE \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) BRICK VENEER (QUEEN BRICK) \Pw/ 1" W. x 22GA CORRUGATE GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE \A1;VARIES TYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;2x4 WALL\P-SEE PLANS 12 TYPICAL WALKOUT SCALE: 3/4"=1'- \A1;MIN. FROST DE \A1;(CONSULT LOCA \A1;8" MIN \A1;7 {\H0. \A1;{\H1x;GRADE} \A1;3 {\H0.7x \A1;4" TYP. BSMT DOOR PER ARCH\P-SE \A1;DOOR 13 TYPICAL GARDEN BASEMENT FOUNDATION SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM W \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAIL TYP. FOOTING \P-SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING w/ BRICK\P-SEE 2/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTIN \A1;3'-8 1/2" 2x PLATE FASTENED TO STEEL BEAM\P-SEE STRUCT. NOTES STEEL BEAM\P-SEE PLAN \A1;COLUMN CAP w/ TABS BENT AROUND BOTTOM FLANGE OR "H" SHAPED PL \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FD 11A TYPICAL WALKOUT BASEMENT FO SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -S TYP. BSMT. SLAB\P-SE \A1;2x4 WALL\P-SEE PLA 13A TYPICAL GARDEN BASEMENT FOUNDATION SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CO \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTING w/BRICK\P-SEE 2/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 \A1;3'-8 1/2" BRICK VENEER (QUEEN BRICK) \Pw GROUT SOLID TO \PWEEP HOLES @ 1" AIR SPACE \A1;2x4 WALL\P-\SEE A1;2x4 PLANS WALL\P-SEE PLANS BRICK VENEER (QUEEN BRICK) \Pw/ 1" W. x 22GA CORR GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE TYPICAL EXT. GARAGE FOUNDATION w/ BRICK VENEER w/ BRICK VENEER w/ BRICK VENEER 14 TYPICAL CONCRETE HEADER @ BASEME SCALE: 3/4"=1'-0" FLOOR JOISTS \P-SEE PLAN \A1;1 {\H0.7x;\S1#8;\H1.4 LINE OF FOUNDATION WALL B \A1;CONC. HEADER \P(16" MIN. HT) \A1;(2) #5 BARS ON ALL SIDES EXT \A1;1 1/2"\PCOVER \A1;TYP. SILL PLATE -SEE TYP. BSMT. WALL\P-SEE 1/S \A1;WINDOW HT. PER ARCH \A1;{\H1x;FOOTING} \A1;SLAB \A1;TOP OF FOUNDATION WALL CONC. WALL OPENING\P-SEE ARCH ELEVATION (N.T.S.) \A1;3 {\H0.7x;\S1#2;}" \A1;4" SD.02 17 CONCRETE FDN. @ GARAGE SLAB SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL \PCODE) \A1;2'-0" up to 9'-0" MAX. \A1;{\H1x;GRADE} FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWAL 8" REINFORCED CONC. WALL w/ #4 BARS @ 18"o.c. VE \A1;8'-0" MAX. OVERDIG AREA \PTO 95% COMPACTED FI \A1;VARIES \A1;TYP. SILL PLATE -SEE 1/SD-1.0 \A1;\pxql;EPOXY SET #4 DOWELS W/ HILTI HY-200 EP {\LSTRUCTURAL GARAGE SLAB @ OVERDIG:\P}5" REIN {\LGARAGE WALL FOOTING:\P}8x24 PLAIN CONC. FTG.\ \A1;UNCOMPACTED FILL \A1;4 1/4" LOW GRADE EXTERIOR 17 CONCRETE FDN. @ GARAGE SLAB SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL \PCODE) \A1;2'-0" up to 5'-0" MAX. \A1;{\H1x;GRADE} FASTEN SHEATHING TO SILL PLATE PER EXT. WA 8" REINFORCED CONC. WALL w/ #4 BARS \A1;8'-0" MAX. OVERDIG AREA \PTO 95% \A1;VARIES \A1;TYP. SILL PLATE -SEE 1/SD-1.0 \A1;\pxql;EPOXY SET #4 DOWELS W/ HIL {\LSTRUCTURAL GARAGE SLAB @ OVERDI {\LGARAGE WALL FOOTING:\P}8x20 PLAIN \A1;UNCOMPACTED FILL \A1;4 1/4" LOW GRADE EXTERIOR \A1;1'-0" \A1;8" \A1;1'-4" \A1;8" \A1;STRUCTURAL \A1;SLAB STRUCTURAL SHALL EXTEND SLAB SHALL 24" MIN EXTEND ONTO C L\POF WALL C L\POF WALL COMPACTED BACKFILL {\LTYP. PORCH SLAB:}\PSEE 3/SD.01 BRICK MASON TO LEAVE OUT EVERY OTHER BRICK OF FIRST COURSE TO ALLO BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUGATED GALV. META GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE \A1;VARIES TYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 AT PORCH \A1; 9'-0" MAX UNBALANCED FILL 5'-0" MAX UNBALANCED FILL \A1;2" \A1;4" \A1;3" \pxql;12" PLAIN CONC. TRENCH FOOTI \A1;3" \A1;6"x16" FND. STEM WALL w/ 1{\H0.7x;\S1#2 \A1;2" \A1;4" \A1;3 1/2" \A1;2 1/2" \pxql;12" PLAIN CONC. 8"x16" FND. STEM WALL \A1; \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COU \A1;CORBEL BRICK {\H0. \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PE Indiana Division Typical Foundation Details No Ledge at Porch \A1; 19 TYPICAL STEPPED FOOTING @ GA SCALE: 3/4"=1'-0" BASMENT AND SHALLOW STEM FDN W HIGH FOOTING AREA OF UNSTABLE SOIL \A1;3" MIN. COVER \A1;16" MIN. (2) #4 BARS 8'-0" LONG w \A1;3'-0" MAX. FOOTING BULKHEAD AT LINE OF UNDISTURBE X-X SECTION SCALE: 3/4"=1' X PLAIN CONC. FTG.\P-SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01\ TYP. BSMT. SLAB\P-SEE 1/SD.01 X \A1;7 {\H0.7 TYP. GARAGE \A1;42" MAX VOID (2) #4 BARS \A1; PLOTTED: November 27, 2018 / Victoria Franzen / IND CENTRAL ZONE 04/08/21