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HomeMy WebLinkAboutS000.5PLAN 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 \A1;WALL HEIGHT (H) \A1;8" MIN. \A1;WALL HEIGHT (H) 1 TYPICAL BASEMENT FOUNDATION SCALE: 3/4"=1'-0" 2 SCALE: 3/4"=1'-0" \A1;8" MIN GRADE FLOOR JOISTS -SEE PLAN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} POURED CONC. WALL (SEE {\LTYP. FOOTING:\P}8x18 PLAIN CONC. FTG. (@1500 PSF SOIL)\P8x16 (@ \A1;{\H1x;GRADE} BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;UNBALANCED FILL (Hb) \A1;3 {\H0.7x;\S1#2;}" \A1;4" GROUT SOLID TO \PWEEP HOLES @ 24" o.c \A1;CORBEL BRICK \P{\H0.7x;\S1#2;}" M 3 SCALE: 3/4"=1'-0" 3A SCALE: 3/4"=1'-0" \A1;{\LTYP. PORCH SLAB:}\P3 {\H0.7x;\S1#2;}" CONC. SLAB ON 95% C WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT {\LALT. SILL PLATE STRAPS:}\PSIMPSON LMA6Z @ 4'-6" O/C\PSIMPS0N MA \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING\P-SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01 WATERPROOFING & FOUNDATION DRAINAGE P 1" AIR SPACE \A1;UNBALANCED FILL (Hb) FLOOR JOISTS -SEE PLAN {\LTYP. FOOTING @ BRICK:\P}8x22 PLAIN 4 TYPICAL FOOTING @ PORCH SLAB SCALE: 3/4"=1'-0" 5 TYPICAL BASEMENT FOUNDATION @ GARAGE SCALE: 3/4"=1'-0" \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING\P-SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01 GRADE \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) TYP. GARAGE SLAB\P-SEE 5/SD.01 7 TYPICAL FOUNDATION @ GARAGE DOOR OPENING SCALE: 3/4"=1'-0" TYP. FOOTING\P-SEE 1/SD.01 \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. WA 8 TYPICAL FOUNDATION. @ GARAGE DOOR OPENIN SCALE: 3/4"=1'-0" GRADE \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE) TYP. FOOTING w/ BRICK\P-SEE 2/SD.0 BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22 GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE 9 TYPICAL EXT. GARAGE SCALE: 3/4"=1'-0" \A1;8" MIN. \A1;{\H1x;GRADE} FASTEN SHEATHING TO SI \A1;7 {\H0.7x; \A1;VARIES \A1;TYP. SILL TYP. GARAGE \A1;\PMIN. FROST DEP \A1;(CONSULT LOCAL C TYP. FOOTING \ FLOOR JOISTS -SEE PLAN \A1;\pxqc;SLOPE PER PLAN \A1;\pxqc;SLOPE PER PLAN TYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;\pxqc;SLOPE PER PLAN \A1;\pxqc;SLOP FLOOR JOISTS -SEE PLAN \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;{\H1x;1\H0.7x;\S1#8;} WALL HT. (H) REINFORCEMENT REQUIRED BASEMENT WALL SCHEDULE 8'-0" THICKNESS \A1;7 {\H0.7x;\S1#2;}" UNBALANCED FILL HT. (Hb) \A1;7'-0 {\H0.7x;\S1#2;}" LOCATE TOP & BOTTOM HORIZONTAL BARS WITHIN 24" OF WALL DESIGN BASED ON TRUE THICKNESS SHOWN. \A1;ALL REINFORCEMENT TO BE LOCATED 1{\H0.7x;\S1#2 {\LNOTES:} WALL DESIGNS BASED ON ACI 332 OR 318 AS PERMITTED 3000 PSI MIN.\P#5 @ 22" o.c. VERT.\P(4) \A1;ALL HORZ. BARS TO BE 40 KSI OR GREATER AND ALL \A1;1'-0" \A1;6" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL CODE)\POR ADEQU \A1;{\H1x;GRADE} \A1;TYP. PORCH SLAB\P-SEE 3/ \A1;\pxqc;SLOPE PER PLAN 4000 PSI MIN. UNREINFORCED\P(ACI 318) 3500 PSI MIN.\P(3) #4 HORIZ. \P(1 TOP & B 4000 PSI MIN.\P(4) #4 HORIZ. \P(1 TOP & BOT. \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} P \A1;{\LTYP. SILL PLATE:\P}2x4 P.T. PLATE w/ {\H0.7x;\S1# TYPICAL BASEMENT FOUNDATION w/ BRICK VENEER TYPICAL BASEMENT FOUNDATION @ PORCH SLAB TYPICAL BASEMENT FOUNDATION @ PORCH SLAB w/ BRICK VENEER COMPACTED BACKFILL {\LTYP. GARAGE SLAB (SEE SHEET S-0):\P}CONC. SLAB ON 4" SAND ON 9 w/ BRICK VENEER \A1;3/4" \A1;1'-0" \A1;3/4" \A1;1'-0" 4A TYPICAL FOOTING @ P SCALE: 3/4"=1'-0" \A1;1'-0" \A1;6" \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL \A1;{\H1x;GRADE} \A1;TYP. PORCH \A1;\pxqc;SLOPE COMPACTED BACK \pxql;12" PLAIN CONC. TRENCH BRICK VENEER w/ BRICK VEN SD.01 COMPACTED BACKFILL {\LTYP. PORCH SLAB:}\PSEE 3/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTING @ BRICK\P-SEE 2/SD.01 TYP. BSMT. WALL w/ BRICK\P-SEE 2/SD.01 GROUT SOLID TO \PWEEP HOLES @ 24" o.c. BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUG \A1;3{\H0.7x;\S1#2;}" \A1;4" FLOOR JOISTS -SEE PLAN \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD TYP. BSMT. SLAB\P-SEE 1/SD.01 1" AIR SPACE \A1;3 1/2" 9'-0" \A1;7 {\H0.7x;\S1#2;}" \A1;8'-0 {\H0.7x;\S1#2;}" \A1;7{\H1x; \H0.7x;\S1#2;\H \A1;TYP. SILL PLATE -SEE 1 TYP. BSMT. SLAB\P-SEE 1/SD. \A1;ADD'L #4 BARS @ 24" o.c \A1;3 {\H0.7x;\S1#2;}" MIN. \pxql;12" PLAI \A1;6" \A1;6" UNCOMPACTED BACKFILL \A1;8" LONG #4 DOWELS\P@ 12" O AT PORCH \A1;VARIES \A1;3 1/2" \A1;\pxqc;SLOPE PER PL {\LTYP. PORCH SLAB:}\PSEE 3/SD \A1;{\LTYP. BSMT. SLAB\P(SEE NOTES ON S-0):\P}PLAIN CONC \A1; \A1;4" \A1;3 {\H0.7x;\S1#2;}" MIN.\P24" MAX 45 PCF GW, GP, SW, SP, GM, GC, SM, SM-SC, ML 60 PCF SC, ML-CL, INORGANIC CL \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COMPACTED BACKFILL \A1;STEP PER\PARCH \A1; Indiana Division Typical Foundation Details No Ledge at Porch \A1; \A1;3/4" MIN.\P1{\H0.7x;\S1#2 \A1;3/4" MIN.\P1{\H0.7x;\S1#2;}" MAX.\PCLR \A1;3/4" MIN.\P1{\H0.7x;\S1#2;}" MAX.\PCLR \A1;3/4" MIN.\P1{\H0.7x;\S1#2;}" MAX.\PCLR \A1; PLOTTED: November 27, 2018 / Victoria Franzen / IND CENTRAL ZONE 04/13/21