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STANDARD DRAWING LIST PLAN: 735 SHEET DESCRIPTION LAST UPDATE A1 ELEVATIONS 09/07/05 A2 ELEVATIONS 09/07/05 A5 Bsmt. FLOOR ROUGH FRAME 10/25/05 A6 1st FLOOR DECK FRAMING 05/09/06 A7
1st FLOOR ROUGH FRAME 06/16/06 A8 2nd FLOOR DECK FRAMING 05/03/06 A9 2nd FLOOR ROUGH FRAME 10/21/05 AD1 ARCHITECTURAL DETAILS 06/17/05 AD2 ARCHITECTURAL DETAILS 06/17/05 AD3 ARCHITECTURAL
DETAILS 06/17/05 AD4 ARCHITECTURAL DETAILS 06/17/05 E1 Bsmt. FLOOR ELECTRICAL 01/05/06 E2 1st FLOOR ELECTRICAL 10/21/05 E3 2nd FLOOR ELECTRICAL 10/21/05 FD1 FRAMINGL DETAILS 06/17/05
I1 Bsmt. FLOOR INTERIOR FINISH 06/17/05 I2 1st FLOOR INTERIOR FINISH 06/17/05 I3 2nd FLOOR INTERIOR FINISH 06/17/05 ID1 CABINET LAYOUTS 06/17/05 ID2 INTERIOR DETAILS 06/17/05 M1 Bsmt.
FLOOR MECHANICAL 06/17/05 M2 1st FLOOR MECHANICAL 06/17/05 M3 2nd FLOOR MECHANICAL 06/17/05 R2 ROOF FRAMING 01/11/06 RD1 ROOF DETAILS 01/11/06 RD2 ROOF DETAILS 01/11/06 S1 FOUNDATION
PLAN 04/07/06 SD1c FOUND. DETAILS -PART’L BASEMENT 06/17/05 SD1d FOUND. DETAILS -FULL BASEMENT 06/17/05 SD2c FOUND. DETAILS -PART’L BASEMENT 06/17/05 SD2d FOUND. DETAILS -FULL BASEMENT
06/17/05 T1 TRUSS LAYOUT 09/07/05 T4 COVER SHEET 06/17/05 ME1 Bsmt. FLOOR ELECTRICAL 06/17/05 ME2 1st FLOOR ELECTRICAL 06/17/05 ME3 2nd FLOOR ELECTRICAL 06/17/05 ELEVATION: A HAND: R.H.
FOUNDATION: Lower level 2 2008 (The Estridge Group, Inc.) CAD OPTIONS eleva sbtfl xbw01 xbw02 sbr1 sgse2 ssp1 sfb02 sfbsb sfbfb REV
Top of Plate Finished First Floor Finished Second Floor Top of Plate 1x4 TRIM TYP. 1x8 GUTTER BOARD TYP. 1x6 FRIEZE TYP. 1x6 TRIM 1x0 BAND BOARD TYP. UNDER SGD 1x6 FASCIA TYP. 1x4 FRIEZE
TYP. Top of Plate Finished First Floor Finished Second Floor Top of Plate 1x8 GUTTER BOARD TYP. 1x6 FRIEZE TYP. BRICK ROWLOCK CRS. PROJ. 1/2" TYP. 16"x65" PANEL SHUTTER TYPICAL of (4)
BRICK ARCH ABOVE WINDOW NO PROJ. (TYP. OF 4) 12"x65" PANEL SHUTTER w/QUARTER ROUND ON TOP TYPICAL of (6) 1x8 FASCAI TYP. 1x2 SHINGLE MOULD TYP. 1x6 FRIEZE TYP. TYP. RIDGE VENT 12"x57"
PANEL SHUTTER w/QUARTER ROUND ON TOP TYPICAL of (2) 12x24 LOUVER VENT STEP & COUNTER FLASHING W/ICE AND WATER SHIELD THIS LOCATION J17 AD3 BRICK ANGLE IRON THIS LOCATION. BRICK SHOULD
NOT HAVE DIRECT CONTACT W/OSB ROOF SHEATHING BIRCK SOLDIER CRS. PROJ. 1/2" TYP. 16"x65" PANEL SHUTTER TYPICAL of (4) FRONT ELEVATION REAR ELEVATION SCALE -1/4" = 1’-0" T4 06/17/05 PLAN
NAME: DRAWING TITLE: 735a-LS76 COVER SHEET DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.)
Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 9’-1 1/8" 10" 8’-1 1/8" 9’-1 1/8" 10" 8’-1 1/8" 9’-11 7/8" TO TOP OF GUTTER
BOARD 17’-11" TO TOP OF GUTTER BOARD 8’-11 7/8" TO TOP OF GUTTER BOARD 18’-5" TO TOP OF GUTTER BOARD 9’-4" TO TOP OF GUTTER BOARD 6’-11 7/8" TO TOP OF GUTTER BOARD 8’-0 3/8" TO BOTTOM
OF HEADER 8’-2 7/8" TO BOTTOM OF HEADER 7’-5 3/4" TO BOTTOM OF HEADER 5’-1" TO CENTER OF LOUVER VENT 6’-11 1/8" TO CTR. OF VENT 2’-0" 8’-3 1/8" TO BOTTOM OF BRICK ARCH
Top of Plate Finished First Floor Finished Second Floor Top of Plate TYP. 1x8 FASCIA TYP. 1x6 FRIEZE 1x4 TRIMTYP. 1x8 GUTTER BOARD TYP. 1x6 FRIEZE TYP. 1x4 CORNER TRIM TYP. 1x4 TRIM
ON TOP OF 1x6 TRIM 1x6 TRIM ON TOP OF 1x8 TRIM CHIMNEY CAP RIGHT ELEVATION LEFT ELEVATION SCALE -1/4" = 1’-0" T4 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 COVER SHEET DRAWN BY: REV1:
REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel,
Indiana 46032 (317) 846-7311 FAX (317) 582-2452 9’-1 1/8" 10" 8’-1 1/8" 2’-0"
12’-0 1/2" 7’-6" 10’-11" 2’-0" 3’-6 1/2" 13’-1 5/8" SLOPE 2" TO DOOR 6’-4" GARAGE 4" CONCRETE SLAB ON GRANULAR FILL F37 SD1c 11’-1 3/4" 21’-11 1/2" 11’-1 3/4" 9’-4 3/8" 14’-6" 9’-7 1/2"
2’-8" 1’-8" 4" 5’-0" TO CTR. OF PAD FTG. 2’-4 3/8" 24"x24"x8"d CONCRETE PAD FTG. -TYPICAL of (3) 4" 4" CONCRETE SLAB ON GRANULAR FILL 55’-8" 10’-3 1/2" PORCH 11’-1 1/2" 24"x24"x12" CONC.
PAD FOOTING TYPICAL OF (5) 45’-4 1/2" 18’-4 1/2" 14’-1 1/2" 10’-11 3/4" 12’-7 1/2" 18’-9 1/2" 3’-3 3/4" 3’-2" 5’-4" 16’-3" 3’-1 1/2" 8’-3" 6’-1 3/4" 16"x8" DEEP THICKENED SLAB BASEMENT
4" CONCRETE SLAB ON 6 MIL. VAPOR BARRIER ON 4" MIN. GRANULAR FILL 2’-9" NOTE: THIS AREA OF GARAGE SLAB TO BE FLAT W/NO SLOPE BRICK LEDGE AROUND EXTERIOR OF FRONT PORCH FOUNDATION FOR
BRICK BELOW POURED SLAB ADD ANCHOR BOLTS IN BLOCK WALL FOR WALL ABOVE SEE FIRST FLR FRAMING POUR THICKENED SLAB ABOVE BLOCK WALL FOR BRICK BEARING ON PORCH SLAB ABOVE 19’-4" 55’-8" 3’-7"
15’-10" 11’-1" 11’-0 1/4" 9’-11 3/4" 6’-8 3/4" 6’-2" 3 1/2" ADJ. STEEL COLUMN TYP. of (5) 11’-7" 3’-0" 22’-1" W8x18 STEEL BEAM W8x18 STEEL BEAM 9’-0 3/8" W8x13 STEEL BEAM STEEL BEAM
POCKET: 4 1/4"w. X 8 1/4"h. X 4"d. STEEL BEAM POCKET: 5 1/2"w. X 8 3/8"h. X 4"d. 12’-11 5/8" 10’-4 5/8" 10’-2 3/4" 4" 4" 35’-4" 21’-10 1/2" 14’-1 1/2" 2’-0" 16’-9 1/2" 12’-0" 12’-0"
17’-10 3/4" 12’-0" 25’-9 1/4" 64’-9 3/4" 64’-9 3/4" 4" CONCRETE SLAB ON GRANULAR FILL PATIO 7’-4 1/4" 4" 4" 10’-8 3/4" TO CTR. OF PAD FTG. F69 SD2c 3’-9" 6’-11 1/2" 9’-10"1’-9 1/2" 4’-5
1/2" 5’-7 3/4" NO ANCHOR BOLTS HOLD DOWN TO SLAB 2’-10" 17’-3 1/2" F (-32) E (-32) E (-32) PERIMETER DRAIN N (-24) D (-32) D (-32) N (-24) F (-32) D (-32) F (-32) E (-32) E (-32) LEGEND
FOR FOUNDATION PLAN: SHORT POURED WALL POURED WALL WITH BRICK BP POURED CONCRETE WALL CONTINUOUS FOOTING W8x18 -DROPPED BEAM ABOVE (SIZE/TYPE NOTED) (2) 4"x8" PRE-CAST LINTELS A -32"
long F -72" L -112" B -40" G -80" M -120" C -48" H -88" N -128" D -56" I -96" O -136" E -64" J -104" P -144" legend.fnd01 PRE-CAST LINTELS (2) TYPE ’A’ (OR OTHER -SEE BELOW) BOTTOM OF
LINTELS AT 32" 32" BELOW TOP OF FOUNDATION WALL (OR AS NOTED OTHERWISE) A (-32") BEAM POCKET (SIZE NOTED ON DRAWINGS) WALL PLATE LINE MARKER 1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS
NOTED OTHERWISE (U.N.O.) 2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.) 3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS (U.N.O.) 4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN
WITH BOTTOM OF FLOOR JOISTS (U.N.O.) 5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION. 6. FOUNDATION DIMENSIONS
TO 8" PORTION OF FOUNDATION WALL (U.N.O.) 7. ALL BASEMENT POURED CONCRETE WALLS TO BE 8’-0" IN HEIGHT (U.N.O.) 8. ALL PRECAST LINTELS SHALL HAVE LINTEL POCKETS AS REQUIRED -TYPICAL POCKET
SIZE TO BE 8-1/8"w x 8-1/8"h X 4"d (U.N.O.) 9. ALL ANCHOR BOLTS TO BE 1/2"d. x 18"l. INSTALLED WITH 1 1/2" WASHERS (U.N.O.) 10. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER
AND EVERY 6’ O.C. THERE AFTER. FOUNDATION NOTES: notes.fnd01 SCALE -1/4" = 1’-0" 60’,70’ S1 04/07/06 PLAN NAME: DRAWING TITLE: 735a-LS76 FOUNDATION PLAN DRAWN BY: REV1: 13798 03/20/06
RJH REV2: 8252 10/29/01 BMC REV3: 12892 10/25/05 RLT REV4: 13810 04/07/06 RJH REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.)
Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 9’ BASEMENT WALLS SUMP BP BP EJCT.
3-1/2" DIA. ADJUSTABLE STEEL COLUMN METAL ANCHOR PLATE WIDTH DEPTH 4" MIN. GRANULAR FILL ON 6 MIL. VISQUEEN VAPOR BARRIER 4" CONCRETE SLAB ON GRADE W/6 MIL. VAPOR BARRIER SEE FOUNDATION
PLAN FOR PAD DIMENSIONS F25 det.estF25 TYPICAL FOUNDATION at STEEL COLUMN SLAB and BASEMENT FOUNDATIONS TYPICAL FOUNDATION WALL: * 4" CAP BLOCK * (4) 8" LINE BLOCK * 16"X8" CONCRETE
FOOTING 0 1/2" SEE FLOOR FRAMING FOR JOIST LAYOUT 4" CONC. SLAB ON GRADE W/THICKENED EDGE 1’-11" MIN. GRANULAR FILL 2x4 TREATED WOOD PLATE WALL HEIGHTTYPICAL FOUNDATION WALL: * 8" POURED
CONCRETE WALL * SILL ANCHOR BOLTS @6’-0" O.C. * 16"X8" CONCRETE FOOTING * #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL * LOOP WIRE REINFORCING 1 1/2" 3/4" FLOOR DECKING NOTE: OFFSET
FACE OF STUD 1/2" FROM FACE OF FOUND. WALL 4" CONC. SLAB ON GRADE W/6 MIL. VAPOR BARRIER 4" GRANULAR FILL GRANULAR FILL TO 12" ABOVE TOP OF CONCRETE FOOTING 4" DRAIN TILE 4" DRAIN TILE
F35 det.estF35 FOUNDATION WALL at PORCH -SIDING PART’L and FULL BASEMENT FOUNDATIONS SLOPE 1/8" PER FOOT 5’-0" 2’-0" WATERPROOFING 1’-0" 4x8x16 C.M.U. LAID FLAT LINE OF BRICK HEARTH
WALL BEYOND 4x8 PRE-CAST CONCRETE LINTELS (2 EACH SIDE) -BOTTOM AT 16" BELOW TOP OF WALL SEE FLOOR FRAMING PLAN FOR HEADER CONDITIONS TYPICAL LINTEL POCKET FOR PRE-CAST LINTELS 1’-8
5/8" 8x8 4x8 4x8 PRE-CAST CONCRETE LINTELS (3) -BOTTOM AT 8" BELOW TOP OF WALL 8x8 8x8 4x8 PRE-CAST CONCRETE LINTELS (2) -BOTTOM AT 24" BELOW TOP OF WALL F23 det.estF23 RAISED BRICK
HEARTH SECTION PART’L and FULL BASEMENT FOUNDATIONS 2x4 LAID FLAT FOR BULKHEAD2x4 FOR BULKHEAD FRAMING FOR FINISHED BSMT. GRADE 4" MIN. GRANULAR FILL UNDER 4 MIL. VISQUEEN VAPOR BARRIER
PERIMETER INSULATION DOWN TO GRANULAR FILL 2x4 TREATED PLATE SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FOUND. WALL 1’-4" 8" OVERDIG 1x BAND
BOARD W/DRIP EDGE (SEE ELEV.) 3/4" FLOOR DECKING SIDING 3/4" RIGID INSULATION R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER F32 FOUNDATION WALL at HOUSE -SIDING TYPICAL FOUNDATION WALL:
* 8" POURRED CONCRETE WALL * SILL ANCHOR BOLTS @6’-0" O.C. AND WITHIN 12" OF CORNERS * 16"x8" CONCRETE FOOTING * LOOP WIRE REINFORCING CRAWL and BASEMENT FOUNDATIONS det.estF32 GRANULAR
FILL TO 12" ABOVE TOP OF FOOTING 4" CONCRETE SLAB ON GRADE W/6 MIL. VAPOR BARRIER 4" MIN. GRANULAR FILL NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FOUND. WALL 3/4" FLOOR DECKING 2x4
TREATED PLATE GRADE OVERDIG 5’-0" WALL HEIGHT 4" DRAIN TILE SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" DRAIN TILE SIDING 3/4" RIGID INSULATION R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER
TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @6’-0" O.C. * #6 VERTICAL REINFORCEMENT SET 24" O.C. @5" FROM SOIL SIDE OF WALL * 16"x8" CONCRETE FOOTING * #3
STEEL WALL REINFORCING * LOOP WIRE REINFORCING 1x BAND BOARD W/DRIP EDGE (SEE ELEV.) F31 det.estF31 5’-0" 2’-0" WATERPROOFING FOUNDATION WALL at HOUSE -SIDING PART’L and FULL BASEMENT
FOUNDATIONS OVERDIG VARIES 2x4 TREATED SILL PLATE 4" CONC. SLAB ON GRADE W/6 MIL. VAPOR BARRIER det.estF44 6"-8" MIN. GRANULAR FILL GRADE NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF
FOUND. WALL 1’-8" 8" 4" BRICK VENEER 3/4" INSULATIN SHEATHING F44 FOUNDATION WALL at GARAGE -BRICK RETURNS CRAWL and BASEMENT FOUNDATIONS TYPICAL FOUNDATION WALL: * 12" POURRED CONCRETE
WALL * SILL ANCHOR BOLTS @6’-0" O.C. AND WITHIN 12" OF CORNERS * 20"x8" CONCRETE FOOTING * LOOP WIRE REINFORCING 2" OVERHEAD DOOR 4" CONC. SLAB ON GRADE 6"-8" GRANULAR FILL 4" GRANULAR
FILL 4" CONC. SLAB ON GRADE 2x WOOD FINISH DOOR FRAME MATERIAL 1x2 DOOR TRIM BY O.H. DOOR MANUFACTURER 1/2" EXPANSION MATERIAL 10" PROVIDE THICKENED SLAB AT FRONT SEE LOC. ABOVE F37
TYPICAL FOUNDATION at GARAGE DOOR STUD SILL PLATE (3) COURSE MASONRY BLOCK w/8" ’L’ FND. WALL 11 1/4" 11 1/4" STUD SILL PLATE (4) COURSE MASONRY BLOCK FND. WALL 3/4" DROP SECTION FOR
GARAGE DOOR PART OF CONTINUOUS GARAGE SLAB EXPANSION JOINT 3/4" DROP SECTION FOR GARAGE DOOR PART OF CONTINUOUS GARAGE SLAB TYPICAL SIDING FOUNDATION at GARAGE DOOR 2x4 STUD LAID FLAT
FOR GARAGE DOOR TRACK INSIDE GARAGE EXPANSION EXPANSION JOINT TYPICAL BRICK FOUNDATION at GARAGE DOOR 3/4" DROP FOR GARAGE DOOR TO RECESS INTO SEE ABV. DETAILS FOR WIDTH OF DROP INSIDE
GARAGE DRIVEWAY DRIVEWAY SEE FOUNDATION TYPES ABOVE det.estF37 24 VARIES 2x4 TREATED SILL PLATE 4" CONC. SLAB ON GRADE TYPICAL FOUNDATION WALL: * 8" POURRED CONCRETE WALL * SILL ANCHOR
BOLTS @6’-0" O.C. AND WITHIN 12" OF CORNERS * 16"x8" CONCRETE FOOTING * LOOP WIRE REINFORCING GRANULAR FILL GRADE NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FOUND. WALL 1’-4" 8" SIDING
1/2" DRYWALL 3/4" INSULATION SHEATHING F27 FOUNDATION WALL at GARAGE -SIDING CRAWL and BASEMENT FOUNDATIONS det.estF27 SCALE -3/4" = 1’-0" SD1c 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76
FOUND. DETAILS -PART’L BASEMENT DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker
Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
18’-3" 3’-2" 17’-3 1/2" 12’-11 1/2" 7’-0 1/4" FACE OF RISER UP 14 RISERS 10’-5 1/2" 11’-1 1/2" 14’-1 1/2" TO CENTER OF LALLY COLUMN BEAM SIZE W8x18 BEAM SIZE W8x13 4’-0" 9’-4 3/8" 9’-0
3/8" 15’-2 1/2" 18’-9 1/2" TO CTR. OF STEEL 11’-0 1/4" TO CTR. OF COL. 3’-2" 3 1/2" LALLY COLUMN TYPICAL OF (2) 5 1/2" 3 1/2" ADD 2x4 BLOCKING FOR WATER MAIN SEE BUILDER FOR LOCATION
3’-0" 4’-0" 4’-0" 2/6INT 2/8INT 2/4INT 1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER FOR OPENINGS 8’-0" OR GREATER IN WIDTH 2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND DROP CEILING
LOCATIONS. 3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER EACH END FOR BEARING SUPPORT 4. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE 5. SEE SHEET S1 FOR BEAM CENTERLINE
DIMENSIONS 6. STANDARD HEADER HEIGHT AT 6’-10 7/8" A.F.F. (U.N.O) 7. FINISH FLOOR REFERENCES ARE TO TOP OF CONCRETE FLOOR BASEMENT ROUGH FRAMING NOTES: notes.frm01 SCALE -1/4" = 1’-0"
60’,70’ A5 10/25/05 PLAN NAME: DRAWING TITLE: 735a-LS76 Bsmt. FLOOR ROUGH FRAME DRAWN BY: REV1: 10504 10/22/02 RLT REV2: 11648 10/25/05 RLT REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING
REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
UNFINISHED MECHANICAL BP9’ BASEMENT WALLS BP
34’-7" 1’-4 1/2" 35’-7" 44’-11 1/2" 35’-7" 15’-1" 6’-11" 11’-10 1/2" 11’-1" 3/4" OSB RIM BOARD 14’-5 1/4" 3/4" OSB RIM BOARD 2x10 JOIST @FOR RIM BOARDT 16’-11" 18’-8" 2x10 JOIST @FOR
RIM BOARDT 3’-10" 2’-10" 15’-6" 3/4" OSB RIM BOARD 3/4" OSB RIM BOARD 3/4" OSB RIM BOARD 19’-1" 1’-0" TREATED BAND BOARD @FRONT PORCH LOCATION 2x10 JOIST @FOR RIM BOARDT 8 6’-8 3/4"
14’-5" 16 16 16 16 16 16 16 16 16 8 15 7 7 7 7 7 7 7 14 7’-10 5/8" 10’-3 7/8" 13’-6 1/2" 18’-10" 3’-2" 14 2x10 RIM JOIST (TREATED MATERIAL) TREATED 2x10 FOR SLIDER ABOVE 1’-8 7/16" 3
5 6A 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 1919 19 19 19 19 19 19 13 13 15 15 15 15 15 15 (2) 2x10 (2) 2x10 (2) 2x10 JOIST BLOCKING FOR POINT LOAD ABV. 44’-11
1/2" 9’-7 3/16" FOR HVAC ACCESS 23’-8 7/16" 11’-7 7/8" 8’-10" 1’-4" 1’-2 7/8" 9 7/8" 1’-0" 6" 1’-4" FOR HVAC ACCESS 1 15 15 15 15 15 15 15 7’-2" 17’-10 1/4" 12.0" o.c. 12.0" o.c. 12.0"
o.c. 12.0" o.c. 12.0" o.c. 12.0" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. 19.2" o.c. x x x x x x x x DRY REF LAV WASH D.W. SINK X
-SINGLE JOIST HANGER O -DOUBLE JOIST HANGER T -TRIPLE JOIST HANGER -ADD SINGLE JOIST UNDER WALL ABOVE -ADD DOUBLE JOIST UNDER WALL ABOVE -ADD TRIPLE JOIST UNDER WALL ABOVE -DOUBLE JOISTS
AT THIS LOCATION -TRIPLE JOISTS AT THIS LOCATION -QUADRUPLE JOISTS AT THIS LOCATION -PROVIDE BLOCKING IN FLOOR FOR POINT LOAD ABOVE LEGEND -FLOOR DECK PLAN: legend.dck01 332241 1. ONE
ROW OF 2x4 STRONGBACK IN CENTER OF JOIST SPANS 10’ AND GREATER. (U.N.O.) 2. JOIST LAYOUT TO BE AT 19.2" U.N.O. 3. ALL FLOOR SYSTEM MEMBERS IN CONTACT WITH CONCRETE SHALL BE OF TREATED
MATERIAL 4. ALL BAND BOARD MATERIAL AT FRONT PORCH AND REAR PATIOS SHALL BE TREATED WHEN IN CONTACT WITH CONCRETE. 5. WALLS/BEAMS BELOW ARE SHOWN AS DASHED LINES 6. FIXTURES (ON THIS
FLOOR LEVEL) ARE SHOWN DASHED 7. DIMENSIONS GIVEN TO JOISTS FOR SPECIFIC LOCATIONS ARE TO CENTER-LINE OF JOIST ASSEMBLY U.N.O. 8. ALL BAND BOARD PARALLEL TO JOIST ARE CONSTRUCTED OF
2x10 MATERIAL AND ALL BAND BAND BOARDS THAT ARE PERPENDICULAR (NAILED AT END OF JOISTS) ARE CONSTRUCTED OF 3/4" O.S.B. U.N.O. 9. OFFSET TREATED SILL PLATE 1/2" IN FROM OUTSIDE OF FOUNDATION
WALL U.N.O. DECK FRAMING NOTES: notes.dck01 60’,70’ SCALE -1/4" = 1’-0" A6 05/09/06 PLAN NAME: DRAWING TITLE: 735a-LS76 1st FLOOR DECK FRAMING DRAWN BY: REV1: 11582 10/25/05 RLT REV2:
13065 05/09/06 RLT REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main
Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
ARCHED OPENING ARCHED OPENING DOWN 14 RISERS UP 15 RISERS 54’-11" 4’-10 1/4" 4’-6 3/4" 4’-6 3/4" 9’-6 1/2" 6’-11 1/4" 14’-11 1/4" 3’-0" 34’-7" 11’-8 1/2" EQ. 2’-0" 5’-10" EQ. EQ. EQ.
EQ. EQ. EQ. 3’-10" 10’-2" 14’-0" 5’-1" 13’-2" 4’-10 1/2" 3’-1 1/2" 2’-8 1/2" 1’-0" 3’-2 1/2" 2’-9" 5’-10 7/8" 3’-2" 4’-10 1/2" 3’-1 1/2" 3’-5" 3’-6" 18’-2 1/2" 18’-1 1/4" 19’-1 1/4"
7" 5’-0 1/2" 6’-0" 7’-2" 1’-6 1/2" 3’-6" 12’-0 5/8" 9’-0 7/8" 11’-3 1/2" 13’-5" 5’-0 3/4" 5’-1" EQ. FRAMER NOTE: ADD SOLID BLOCKING IN CLG. FOR ELEC. USE SCREEN DOOR R.O. 32 1/2"W. x
80 1/2"H. J15 AD4 6’-0" 9’-8" 7" 3’-9" 4’-5" 8’-8 1/2" 2’-1" 4’-7" 13’-2" 11’-1" 18’-4" 9’-6 1/4" 25 1/2" x 63" ATTIC ACCESS ADD THROUGHWALL FLASHING @KITCHEN WINDOW BUMPOUT (2) 2x10
HEADER DROPPED FOR FLR. JST. BEARING ABOVE DASHED WALL IS LOAD BEARING FOR FLOOR JOIST ABOVE 2’-2" 52’-0 3/4" 11’-1 3/4" 3’-4" 54’-11" J8 AD4 5’-7 3/8" 12’-7 5/8" (2) 2x10 DROPPED HDR
@12’-11" LONG CLEAR OPENING OF FLUE CHASE ABOVE. SEE DECK LAYOUT J9 AD4 J1 AD2 FULL HEIGHT DOUBLE STUD WALL WALL 1’-0" 1’-0" FRAME THIS WALL TO 7’-9" A.F.F. FRAME THIS WALL TO 10’-1"
A.F.F. DROPPED 3 1/2" x 11 7/8" PSL BEAM (2) 2x10 HEADER (2) 2x12 HDR. ABOVE DOOR FOR BEAM BEARING FROM 2nd FLR JST. DRYWALL NICHE THIS SIDE SEE DETAIL J10/ID2 8’-0 3/8" TO BOTTOM OF
HDR (2) 2x10 HDR. TYPICAL OF (2) WINDOWS 8’-2 7/8" TO BOTTOM OF HDR (2) 2x8 HDR. TYPICAL OF (1) WINDOWS 7 1/2" (2) 2x12 HEADER TIGHT TO TOP OF WALL FOR TRUSS BEARING 10’-3 5/8" 5/0DWO
3’-3 1/4" 6’-2" 3’-1" STUDS FRAMED AROUND FIREPLACE W/1/2" REV. FOR DW THE FACE OF THE BOX FOR CERAMIC TILE SURFACE 3’-1" (2) 2x10 HDR BOTTOM AT 42" A.F.F. 5 1/2" 1’-11" 2’-5 3/8" 10’-7
3/4" WALL FRAMING SHOULD BE FRAMED ON POURED CONCRETE PORCH W/TREATED MATERIAL J7 ID2 NON-STRUCTURAL WALL NOT FOR PLUMBING OR HVAC ARCHED OPENING (2) 2x10 HDR DROPPED 7" DOUBLE CLOSET
WALL ON BOTH SIDES OF CLOSET TO BE USED OF FOR MECHANICAL ACCESS TO BONUS ROOM 2’-9" 5’-4" 5 1/2" 3 1/2" (2) 2x10 HDR BOTTOM AT 42" A.F.F. 7" FIREPLACE R.O. 41"w. x 38"h. ON BOTH SIDES
11" 4’-4" w. @42" h. 11" 2’-1" 52’-0 3/4" 15’-6 3/4" 18’-6 1/2" 3’-4 1/2" 5’-8" 3’-7" 3’-5 1/2" 3’-5 1/2" 5’-3 7/8" 5’-3 7/8" 22’-0" 1’-1 1/8" 8 3/8" 11 1/4" 5’-1 1/2" 18’-7" 6’-10 3/8"
(2) 2x12 HEADER ABOVE GARAGE DOOR 11’-1"A2 AD1 11’-1 3/4" 3 1/2" x 14 PSL BEAM @GARAGE DOOR 4’-8 1/4" 9’-2 1/2" 4’-8 1/4" (2) 2x12 HEADER TIGHT TO TOP OF WALL FOR TRUSS BEARING 2/8SERV
4/0DBP 2/0INT 2/6INT 3/0DWO 3/0EXT6 5/0DWO 16X7OHD 2/8EXT6 4/4EAO 1 STEPS 8X7OHD 2/4INT 12SLF 12SLF 2/8SCRN 6/0SGD 1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER FOR OPENINGS 8’-0"
OR GREATER IN WIDTH 2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND DROP CEILING LOCATIONS. 3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER EACH END FOR BEARING SUPPORT 4. ALL TREATED
SILL PLATE WILL BE OFFSET 1/2" IN FROM OUTSIDE OF FOUNDATION WALL U.N.O. 5. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE 6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP
7. STANDARD HEADER HEIGHT TO BE AT 6’-10 7/8" A.F.F. (U.N.O.) 8. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL, PARTIAL BASEMENT,
AND FULL BASEMENT PLANS 9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED OF DBL. 2X12 W/1/2" SHIM MATERIAL (U.N.O.) 10. All R-BOARD, SHEATHING SEAMS AND CORNERS SHALL BE TAPED. NO
SPLICING, OR PIECING OF THE R_BOARD ABOVE WINDOWS, DOORS OR AT BAND BOARD. 1st FLOOR ROUGH FRAMING NOTES: notes.frm02 SCALE -1/4" = 1’-0" 60’,70’ A7 06/16/06 PLAN NAME: DRAWING TITLE:
735a-LS76 1st FLOOR ROUGH FRAME DRAWN BY: REV1: 14038 06/16/06 RJH REV2: 12951 09/07/05 RLT REV3: 12950 09/07/05 RLT REV4: 13012 11/01/05 RLT REV5: 13798 03/20/06 RJH REV6: DATE: 11586
04/03/06 RJH OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317)
846-7311 FAX (317) 582-2452 BREAKFAST KITCHEN FAMILY ROOM GARAGE DINING ROOM ENTRY SCREEN PORCH DEN
3’-1 1/2" 6’-6 1/4" 3’-9" 3’-2" 5 1 32A FLUSH 3 1/2" x 9 1/4" PSL 19 19 19 19 19 19 17 14 19 19 19 19 19 16 19 15 15 15 15 15 5 14 1616 3/4" OSB RIM BOARD 3/4" OSB RIM BOARD 2x10 RIM
BOARD 16 16 14 16 16 16 16 2x10 END JOIST 7 15 14 15 15 15 15 15 10’-11 1/4" 15 5 15 LOAD BEARING WALL BELOW 7 7 7 7 7 OWJ TO BEAR ON 2x4 WALL BELOW FIREPLACE FLUE ACCESS 19 19 BONUS
ROOM OPTION ONLY 2x10 BOTTOM CHORD OF BONUS ROOM TRUSS TO HANG ON 2x10 RIM BOARD 2x6 FLR JOIST NAILED TO SIDES OF OWJ @TOP OF JST w/REINFD. OSB WEBS INSIDE THE FLANGE. 2x6 JOIST TO BE
4’-0" INTO FLOOR SYSTEM. 1’-4" 1’-4" 6’-11" 2x10 JOIST FOR PLANT SHELF FRAMING PLYWOOD REIN. 5’-0" CUT HOLES IN 2x BLOCKING FOR INSUL ABOVE FRONT DOOR 55’-8" 19.2" o.c. 55’-8" 19.2"
3’-1 1/2" 19.2" 19.2" o.c. 19.2" o.c. 16.0" o.c. 22’-4 1/2" 16 21’-5" 16.0" o.c. 16.0" o.c. 16 20 3’-1 1/2" 3’-1 1/2" 23’-9 3/4" 31’-10 1/4" 19 2x10 END JOIST 4’-3 1/4" 12’-0" 19 31’-11
1/2" 4’-9 5/8" 9’-7 1/4" 16’-11 1/2" 19’-0" 14’-5 1/4" 2’-6 1/4" 35’-11 1/2" 3333333333333 15’-5 1/2" 20 20 6’-11 1/2" 35’-11 1/2" 1’-0" 34’-11 1/2" 2’-4 1/2" 2’-4 1/2" 1’-6" 1’-2" 1’-4
3/4" 16’-0 1/4" 18’-11 1/4" 11’-10 1/2" 1’-7 1/2" 19.2" 15’-2 3/8" 2x10 END JOIST 20 20 20 20 20 20 20 20 20 20 20 14’-4 1/2" 3 1’-4 1/2" 1’-4 1/2" 3/4" OSB RIM BOARD 4’-0" PLYWOOD REIN.
33 (2) 2x8 RIPPED TO FIT IN OWJ FOR BEARING (2) 2x8 RIPPED TO FIT IN OWJ FOR BEARING 333333333333333333333 x x x x x x x x x x x x x x x 19.2" o.c. 19.2" o.c. 19.2" o.c. x x x x x x
x x x x x x 16.0" o.c. 16.0" o.c. 16.0" o.c. x x x x x x x x x x x x x x x x x x x 19.2" o.c. 19.2" o.c. 19.2" o.c. 2 2 x x x x x x x x x x x x 19.2" o.c. 19.2" o.c. 19.2" o.c. x x x
x 2 2 x x x LAV LAV TUB TUB LAV LAV X -SINGLE JOIST HANGER O -DOUBLE JOIST HANGER T -TRIPLE JOIST HANGER -ADD SINGLE JOIST UNDER WALL ABOVE -ADD DOUBLE JOIST UNDER WALL ABOVE -ADD TRIPLE
JOIST UNDER WALL ABOVE -DOUBLE JOISTS AT THIS LOCATION -TRIPLE JOISTS AT THIS LOCATION -QUADRUPLE JOISTS AT THIS LOCATION -PROVIDE BLOCKING IN FLOOR FOR POINT LOAD ABOVE LEGEND -FLOOR
DECK PLAN: legend.dck01 332241 1. ONE ROW OF 2x4 STRONGBACK IN CENTER OF JOIST SPANS 10’ AND GREATER. (U.N.O.) 2. JOIST LAYOUT TO BE AT 19.2" U.N.O. 3. ALL FLOOR SYSTEM MEMBERS IN CONTACT
WITH CONCRETE SHALL BE OF TREATED MATERIAL 4. ALL BAND BOARD MATERIAL AT FRONT PORCH AND REAR PATIOS SHALL BE TREATED WHEN IN CONTACT WITH CONCRETE. 5. WALLS/BEAMS BELOW ARE SHOWN AS
DASHED LINES 6. FIXTURES (ON THIS FLOOR LEVEL) ARE SHOWN DASHED 7. DIMENSIONS GIVEN TO JOISTS FOR SPECIFIC LOCATIONS ARE TO CENTER-LINE OF JOIST ASSEMBLY U.N.O. 8. ALL BAND BOARD PARALLEL
TO JOIST ARE CONSTRUCTED OF 2x10 MATERIAL AND ALL BAND BOARDS THAT ARE PERPENDICULAR (NAILED AT END OF JOISTS) ARE CONSTRUCTED OF 3/4" O.S.B. U.N.O. 9. OFFSET TREATED SILL PLATE 1/2"
IN FROM OUTSIDE OF FOUNDATION WALL U.N.O. DECK FRAMING NOTES: notes.dck01 60’,70’ SCALE -1/4" = 1’-0" A8 05/03/06 PLAN NAME: DRAWING TITLE: 735a-LS76 2nd FLOOR DECK FRAMING DRAWN BY:
REV1: 10146 03/15/01 RJH REV2: 11586 04/03/06 RJH REV3: 13915 05/03/06 RJH REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group,
Inc.) Mike Walker Lower level 2 R.H. A 11586 04/03/06 RJH 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
DOWN 15 RISERS 21 1/2" H. WALL 55’-8" 4’-0" 34’-3" 3’-0" 4’-0" 21’-5" 20’-4 1/2" 4’-3 1/2" 1’-0" 5’-4 1/2" 14’-10 1/2" FRAME WALL @21 1/2" A.F.F. 7’-4" 6’-6" 13’-10 1/2" 7’-3" 8’-10"
8’-3 1/8" 5’-7 3/8" 3’-0" 7’-4 1/4" 13’-10" 5’-9 1/4" 5’-0" 11" 3’-9" 6’-7" 1’-5" 6’-0" 7’-4 1/2" 11’-7 1/2" 2’-1" 10’-4" 7’-0" 3’-4" 1’-2" 3’-10 1/2" 6’-11" 6’-5" 1’-2" 3’-8 1/2" 12’-4
1/2" 3’-5 1/2" 3’-2" 7’-3 1/2" 6’-2 3/4"8’-7" LOAD BEARING WALL FOR SPLIT TRUSS DESIGN 2’-6" 3’-4 1/2" 17’-0 1/2" 1’-6" 11’-3 1/2" 13’-9 1/4" 7’-4 1/2" SHORT WALL BUILT INTO TRUSS @5’-1"
A.F.F. 10’-10 1/4" 2’-11 3/4" 7’-8" 4’-4" 9’-3 1/2" 21’-1 1/2" 22x30 ATTIC ACCESS SEE DETAIL A12/AD1 FRAME WINDOW TO BOTTOM OF TOP PLATE -NO HDR 35’-11 1/2" 3’-6" 1’-6" 2’-5" 1’-3 7/8"
J16 ID2 28’-7" 20’-11 1/16" 3’-0 1/2" 3’-4" 5’-5 1/2" DBL. 2x8 HEADER HOLD TIGHT TO DOUBLE TOP PLATE 3’-4" 2’-1" 3’-7 1/2" 2’-4" 4’-9" TO CTR OF DR 9" 3 1/2" 3’-6 1/2" 3’-4 1/2" 1’-1
1/4" INSTALL O.S.B. ON TOP OF FIREPLACE CHASE FOR FIRE STOP INSTALL 2x10 BLOCKING IN STUD BAY FOR HANDRAIL SYS. DOUBLE DOOR GET T-ASTRIGAL. R.O. WIDTH NEEDS TO BE 51" WIDE 18" DECK HGT.
6’-0" 21 1/2" H. WALL 55’-8" 35’-11 1/2" 3’-2" 25’-2 1/2" 23’-7" 3’-8 1/2" 14’-4 1/2" 7’-3" 6’-1 1/2" 10’-5 1/2" 6’-9 1/2" 3’-8" 7’-1"18" DECK HGT. 34’-11 1/2" 2/6INT 2/4INT 2-2/6INT
2/6INT 2/6INT 2-2/0INT 2/6INT 2-2/0INT1/6INT 2/0DWO 2/6INT 2/4INT 2/6INT 2/4INT 2/6DWO 2/4INT 2/4INT 1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER FOR OPENINGS 8’-0" OR GREATER IN
WIDTH 2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND DROP CEILING LOCATIONS. 3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER EACH END FOR BEARING SUPPORT 4. ALL TREATED SILL PLATE WILL
BE OFFSET 1/2" IN FROM OUTSIDE OF FOUNDATION WALL U.N.O. 5. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE 6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP 7. STANDARD HEADER
HEIGHT TO BE AT 6’-10 7/8" A.F.F. (U.N.O.) 8. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL, PARTIAL BASEMENT, AND FULL BASEMENT
PLANS 9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED OF DBL. 2X12 W/1/2" SHIM MATERIAL (U.N.O.) 10. All R-BOARD, SHEATHING SEAMS AND CORNERS SHALL BE TAPED. NO SPLICING, OR PIECING
OF THE R_BOARD ABOVE WINDOWS, DOORS OR AT BAND BOARD. 2nd FLOOR ROUGH FRAMING NOTES: notes.frm03 SCALE -1/4" = 1’-0" 60’,70’ A9 10/21/05 PLAN NAME: DRAWING TITLE: 735a-LS76 2nd FLOOR
ROUGH FRAME DRAWN BY: REV1: 12951 09/07/05 RLT REV2: 13002 10/21/05 RJH REV3: 9775 03/15/01 RJH REV4: 9613 04/05/01 RJH REV5: 10294 05/30/01 RJH REV6: DATE: 12820 06/17/05 RLT OPTIONS:
DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317)
582-2452 BEDROOM #3 MASTER BATH BEDROOM #2 BEDROOM #4 PLANT SHELF BONUS ROOM W.I.C. BATH #2 MASTER BEDROOM
Glued and Nailed Hanger Wood Beam JOIST TO FLUSH BEAM WITH HANGER Top-mount recommended. Use face-mount only with solid beam. Use web fillers if hanger JOIST ADJUSTMENT TOLERANCE does
not capture top chord. PLYWOOD SUBFLOOR AND RIM BOARD Perpendicular Rim Board JOISTS TO FLUSH BEAM WITH HANGERS Per APA Span Wood Beam Hanger with solid beam. Top-mount recommended.
Use face-mount only Use web fillers if hanger does not capture top chord. LOAD Index 1 3/4"(min). Max Cut 5 1/2" Floor Sheathing or beam Bearing wall JOIST ORIENTATION CHANGE MULTI-LEVEL
FLOOR WITH See Detail No.5 solid bridging Continuous Rim Board Optional 3/4" JOISTS CANTILEVERED OVER BRICK 4-1/2" MAX. O.H. Wall Load 1" MIN Bearing Wall or Beam Brick Face Rim Board
3/4" Ply or OSB Nails @12" o.c. Glued to Both Sides with 3" 3/4" Plywood or OSB Nailed and CANTILEVER SUPPORTING LOAD BEARING WALL Cantilever L/5 Maximum 2’-6" Wall Load To Match Chords
Web Stiffener-Width Rim Board Use Waterproof Adhesive with SPECIFIC DESIGN INFORMATION Glue Plywood Plywood To Chords with 3" Nails @12" o.c. 2x ledger see Detail 5 and Web Stiffener
and Nail Continuous solid bridging JOISTS ORIENTATION CHANGE Beam or bearing wall Opt. Rim Board truss Girder Shear Strength > 540 psi. c/c L c/c SEE JOIST LAYOUT FOR Wall Load or Beam
3/4" Plywood or OSB Bearing Wall JOISTS HUNG INTO GIRDER TRUSS Hanger Joists does not capture top chord. Use web fillers if hanger JOIST TO OVERSIZE BEAM WITH HANGER Wood Beam Hanger
with solid beam. Top-mount recommended. Use face-mount only Use web fillers if hanger does not capture top chord. 2x6 No.2 CONTINUOUS STRONGBACK BRIDGING 9-1/4" joists) Bottom with 2-3"
Nails Nailed to Webs and BEARING WALL ON JOIST (Use 2x4 No.2 for Continuous Strongback Bridging at center chase (4 nails at each truss) Bridging to opposite side Overlap one joist space.
Alternate each piece of of center chase. Open Joists CONCRETE BEARING WALL foundation TO BEARING BELOW POSTS FROM ABOVE SOLID BLOCK ALL JOIST UNDER BEARING POST 9 1/4" OJ & OJ OUTLOOKER
bearing wall wall by others. or beam Reinforcement for HEADER LOADS AND WATERPROOF GLUE RATED 540 psi SHEAR 7/16" PLYWOOD OR OSB WITH FIBER ORIENTED (USE BULLDOG GRIP PL PREMIUM or equal.)
DO NOT SUBSTITUTE w/o ENGINEER’s PERMISSION FASTEN w/3" min. NAILS @4" o.c. INTO WEBS PARALLEL TO CHORDS; APPLY TO BOTH SIDES; SEE DECK PLAN 2X Sill plate L Concrete SEE
DECK PLAN VIEW END 1/8" MAX GAP TOP FIT TIGHT ext. finish OVER CHASE OPENING CENTER THIS PANEL NON-BEARING PARALLEL BRICK CANTILEVER Wall Load Rim Board OUTLOOKERS OpenJoist 2000 Hanger
Beam or bearing wall DOUBLE OJ Depends on Brick Wall Load Cont. Bracing Rim Board see Detail 5 3/4" Plywood 3’ OVERALL or OSB 4" cant. Perpendicular at 24" o/c max. 3/4" Ply or OSB 2-1/2"
top-mount STAIR STRINGER SUPPORT, 3 1/2" CHORDS w/LUMBER HEADER/TRIMMER AND HANGER Metal Band Joist Hanger (2) 2x10 w/1/2" SHIM Stringer Add Additional Plywood Under BEARING WALL or
BEAM BEARING WALL ON JOIST bearing wall Beam or Perpendicular Rim Hanger to Flush Surface With Chords to Both Sides with with 2" Min 1/2" Plywood Nailed Nails at 4"o.c. MULTI-LEVEL FLR
w/ORIENTATION CHANGE see detail no.5 solid bridging Contnuous WALL HT VARIES or beam Bearing wall THESE CONDITIONS ARE NOT PERMITTED Wall Load Board 3/4" Plywood or OSB END-TO-END JOISTS
Bearing each joist Min 1 1/2" Beam or bearing wall 1/4" gap Maximum Load bearing END-TO-END JOISTS, BEARING ABOVE each joist Min 1-1/2" Bearing bearing wall Beam or 1-3/4" min. wall
above end block, typ. 3/4" Ply or OSB OVERLAPPING JOISTS JOIST JOIST OR DROP BEAM BEARING WALL with DOUBLE TOP PLATE 1/4" gap max. 2x4 Blocking SUPPORT FOR NON LOAD-BEARING PARALLEL
PARTITIONS ABOVE JOISTS by others. at 24" o.c. Hanger Typ. Simpson Z2 Reinforcement for CANTILEVERED LOADS AND WATERPROOF GLUE RATED 540 psi SHEAR 3/4" PLYWOOD OR OSB WITH FIBER ORIENTED
(USE BULLDOG GRIP PL PREMIUM or equal.) DO NOT SUBSTITUTE w/o ENGINEER’s PERMISSION FASTEN w/3" min. NAILS @4" o.c. INTO CHORDS PARALLEL TO CHORDS; APPLY TO BOTH SIDES; d (in) L CHORD
SIZE; NAIL & GLUE **NOTE: VERTICAL 2x BLOCK TO REINFORCE WEB AREA; MATCH b c (in) LOAD VIEW END 1/8" MAX GAP TOP FIT TIGHT LENGTH 17’ AND OVER AND CENTER CHASE WIDTH < 10". USE PATTERN
A ONLY WITH JOIST OVER CHASE OPENING CENTER THIS PANEL DOUBLE OPEN DBL OPENJOIST & PERP JOIST (SIMPSON) JOISTS HANGER SIMPSON A35 2x10 or OWJ JOIST AS SHOWN (48" o.c.) USE IN PAIRS FD1
06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 FRAMINGL DETAILS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge
Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 DETAIL No. 4 DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL
No. 1 4B DETAIL No. 7D DETAIL No. 8A DETAIL No. 8B DETAIL No. 9B DETAIL No. 10A DETAIL No. 13D DETAIL No. 18 DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL
No. 3G 4G 2 4Q 5 5F DETAIL No. 23 DETAIL No. 32A,B CL 48 2A 3 3B 3C 1 1/2" min. bearing ea. joist n/a 48 24 c d DETAIL No. 33A,B AB L C DETAIL No. 4M
R-13 CRAFT FACE BATT INSULATION PROVIDE 1/4" UNDERLAYMENT AT SHEET VINYL AND 1/2" TILE BACKER BOARD AT TILE GRADE RIDGE VENT ASPHALT SHINGLE ON 15# PAPER ON 7/16" OSB 6" 4" PERF. PVC
PERIMETER DRAINTILE ON BOTH SIDES OF FOOTING AND CONNECTED AT THE SUMP PIT 4" CONCRETE SLAB OVER 6 MIL VAPOR BARRIOR OVER 4" GRANULAR FILL ON UNDISTURBED SOIL 8" POURED CONCRETE WALL
FLASHING AT BRICK LEDGE WITH 3/16" WEEP HOLES AT NO MORE THAN 33" APART 1x LADDER RAKE PROVIDED BY TRUSS SUPPLIER GRADE 6" 4" PERF. PVC PERIMETER DRAINTILE ON BOTH SIDES OF FOOTING AND
CONNECTED AT THE SUMP PIT 9/16"x3-1/4" BASE TRIM 9/16"x3-1/4" BASE TRIM 4" CONCRETE SLAB OVER 6 MIL VAPOR BARRIOR OVER 4" GRANULAR FILL ON UNDISTURBED SOIL 8" POURED CONCRETE WALL 1/2"
x 18" ANCHOR BOLTS WITH 1 1/2" WASHERS SPACED @6’ O.C. 1/2" x 18" ANCHOR BOLTS WITH 1 1/2" WASHERS SPACED @6’ O.C. SEE FOUNDATION PLAN FOR MORE DETAILED CONSTRUCTION METHOD SILL SEALER
UNDER 2x4 TREATED PLATE W7 det.estW7 WALL HGT. BRICK WRAP APPLICATIONS RIDGE VENT SECTION AT EXTERIOR EXTERIOR WALL SIDING APPLICATIONS at EAVE LOCATIONS ASPHALT SHINGLE ON 15# PAPER
ON 7/16" OSB 1x LADDER RAKE PROVIDED BY TRUSS SUPPLIER WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING) HORIZONTAL SIDING R = 0.15 1/2" FOAM SHEATHING R = 3.00 1/4" ENERGY BRACE R = .95 OUTSIDE
AIR FILM (15mph) R = 0.17 KRAFT FACED R-13 INSULATION R = 13.0 INSIDE AIR FILM (STILL AIR) R = .68 1/2" PAINTED DRYWALL R = .45 _______________________________________________ TOTAL
R-VALUE R = 18.40 SIDING: WOLVERINE VINYL SIDING 2x4 NAILER 1/2" DRYWALL TRUSSES FRIEZE BOARD SEE ELEV. 1/2" DRYWALL FASCIA BOARD SEE ELEV. MIN. 1x2 SHINGLE MOLD WALL CONSTRUCTION (EXTERIOR
HORIZ. SIDING) HORIZONTAL SIDING R = 0.15 1/2" FOAM SHEATHING R = 3.00 1/4" ENERGY BRACE R = .95 OUTSIDE AIR FILM (15mph) R = 0.17 KRAFT FACED R-13 INSULATION R = 13.0 INSIDE AIR FILM
(STILL AIR) R = .68 1/2" PAINTED DRYWALL R = .45 _______________________________________________ TOTAL R-VALUE R = 18.40 3/8" ROUGH SAWN SOFFIT 1/2" DRYWALL R-38 CEILING INSULATION WALL
HEIGHT 2x4 STUD WALL AT 16" O.C. 1/2" DRYWALL SIDING: 5/16" x 8 1/4" HARDIE PLANK CONCRETE FIBER SIDING WITH 7" REVEAL WALL HEIGHT 2x4 STUD WALL AT 16" O.C. SEE FOUNDATION PLAN FOR MORE
DETAILED CONSTRUCTION METHOD SILL SEALER UNDER 2x4 TREATED PLATE WALL BRACE LOCATIONS: 1/4" ENERGY BRACE & 1/2" FOAM SHEATHING TAPE ALL SEAMS NON-BRACED LOCATIONS: 3/4" FOAM SHEATHING
TAPE ALL SEAMS SEE FRAME SHEETS FOR SPECIFIC LOC. SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 3/4" DECKING PROVIDE 1/4" UNDERLAYMENT AT SHEET VINYL AND 1/2" TILE BACKER BOARD AT TILE SEE
FLOOR FRAMING PLAN FOR JOIST LAYOUT 3/4" DECKING 2x4 SILL PLATE 1/2" DRYWALL R-13 CRAFT FACE BATT INSULATION 2x4 NAILER 1/2" DRYWALL TRUSSES FRIEZE BOARD SEE ELEV. 1/2" DRYWALL FASCIA
BOARD SEE ELEV. 1x2 SHINGLE MOLD 3/8" ROUGH SAWN SOFFIT WALL HGT. R-38 CEILING INSULATION 1x BAND BOARD TRIM W/ALUM. DRIP CAP (SEE ELEV.) 1x BAND BOARD TRIM W/ALUM. DRIP CAP (SEE ELEV.)
9/16"x3-1/4" BASE TRIM 9/16"x3-1/4" BASE TRIM WALL BRACE LOCATIONS: 1/4" ENERGY BRACE & 1/2" FOAM SHEATHING TAPE ALL SEAMS NON-BRACED LOCATIONS: 3/4" FOAM SHEATHING TAPE ALL SEAMS SEE
FRAME SHEETS FOR SPECIFIC LOC. SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 3/4" DECKING 3/4" DECKING 2x4 SILL PLATE 1/2" DRYWALL WALL CONSTRUCTION (EXTERIOR BRICK VENEER) BRICK OR STONE
VENEER WITH 3/4" AIR R = 0.44 3/4" AIR SPACE R = 0.94 1/2" FOAM SHEATHING R = 3.00 1/4" ENERGY BRACE R = 0.95 OUTSIDE AIR FILM (15mph) R = 0.17 KRAFT FACED R-13 INSULATION R = 13.0 INSIDE
AIR FILM (STILL AIR) R = 0.68 1/2" PAINTED DRYWALL R = 0.45 _______________________________________________ TOTAL R-VALUE R = 19.63 CAULK BEAD 2x6 TRIM 1x2 WEATHER STRIP BY OTHERS OVERHEAD
DOOR BY OTHERS 2x4 TRACK MOUNT TO CEILING 1/2" DRYWALL 2x4 STUD WALL AT 16" O.C. 1/2" INSULATION SHEATHING BRICK VENEER 2x4 JACK STUD A2 det.estA2 SECTION at GARAGE DOOR JAMB at BRICK
LOCATIONS 7/16" O.S.B. SHEATHING 12" HIGH BETWEEN TRUSSES TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD R-38 BLOWN INSULATION DRYWALL DRYWALL 2-1/4" CASING (4) SIDES W/REMOVABLE DRYWALL PANEL
TO ATTIC A12 det.estA12 estA12 FRAMING DETAILS at ATTIC ACCESS INTERIOR LOCATIONS 22 1/2" X 30" MIN. DRYWALL 2x4 STUD WALL 1x4 WOOD TRIM 1x4 WOOD TRIM 3/4" RIGID INSULATION 2x4 BLOCKING
BETWEEN STUDS 8" VERTICAL WOOD SIDING R-13 INSULATION A16 det.estA16 OUTSIDE CORNER DETAIL BACK of HOUSE 2x4 STUDS AT 16" O.C. 3/4" RIGID INSULATION 2x4 BLOCKING DRYWALL DRYWALL R-13
BATT INSULATION 8" VERTICAL WOOD SIDING OR 6" HORIZONTAL SIDING A18 det.estA18 INSIDE WALL LEAD DETAIL at EXTERIOR WALL 8" SOLDIER COURSING 4"x6"x3/8" STEEL ANGLE LINTEL LAG BOLTED TO
HEADER AT 24" O.C. 1/2" INSULATION SHEATHING BRICK VENEER 1/2" DRYWALL 2x6 TRIM 2x6 CONTINUOUS NAILER TRUSS HEADER OVERHEAD DOOR BY OTHERS A28 det.estA28 SECTION at GARAGE HEADER LOAD
BEARING w/BRICK A35 2x8 HEADER FOR BRICK BEARING BRICK SEE FLOOR PLAN SEE FLOOR PLAN A34 A33 det.estA33 SECTION at BRICK CHIMNEY CHASE at ROOF LOCATIONS (2)-2x4 VERTICAL NAILERS TO ROOF
STEEL ANGLE TO SET ON TOP OF DECKING ANCHORED TO 2x4 STUD WALL. STEEL ANGLE TO SET ON TOP OF 2x8 HDR BELOW. TRUSS/RAFTER TOP PLATE 2x4 STUDS AT 16" O.C. BRICK (2)-2x8 HEADER CUT @ANGLE
TO HEAD OF 2x4 WALL AND PROVIDE SUPPORT FOR BRICK CHIMNEY ABOVE A34 det.estA34 SECTION at BRICK CHIMNEY CHASE at ROOF LOCATIONS HEAD OFF WALL STUDS @BOTTOM OF 2x8 HDR AS SHOWN 2x4 PLATE
2x4 STUDS 7/16" O.S.B. SHEATHING 4"x3-1/2"x5/16" STEEL ANGLE SECURED TO 2x4 WALL ROOF DECKING ON TOP OF ROOF DECKING WATER & ICE SHIELD 2’-0" PROVIDE 2x4 LEDGER BELOW 2x8 LAID FLAT ATTIC
SIDE FOR 2x4 STUD SUPPORT A35 det.estA35 SECTION at BRICK CHIMNEY CHASE at ROOF LOCATIONS 1’-0" METAL FLASHING UNDER BRICK ON TOP OF WATER & ICE SHIELD WATER & SHIELD 36" ABOVE ROOF
DECK NAIL METAL FLASHING UNDER WATER & ICE SHIELD DO NOT PENETRATE SHIELD W/NAIL METAL STEP FLASHING W/COUNTER FLASHING SCALE -3/4" = 1’-0" AD1 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76
ARCHITECTURAL DETAILS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level
2 R.H. A 1041 West Main Street Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
J1 det.estJ1 735 PLAN STAIR SECTION 1" STAIR NOSING (TYPICAL) 15 RISERS @7 11/16" (1) 2x6 TOP RAIL w/(2) 2x4 BOTTOM RAILS HANDRAIL 6’-9 3/4" 4x4 NEWEL POST 2x10 FLOOR JOISTS (2) 2"x10"
HEADER 8’-9 1/2" 4’-0" 9’-1 1/8" WOOD ROSETTE 8’-1 1/8" 3’-0" (3)-2x12 STRINGERS 1-1/4" TREADS 7/16" RISER BALLUSTERS AND HANDRAIL AS PER CODE REQUIREMENTS 1" STAIR NOSING (TYPICAL)
2x6 FLAT FOR STRINGER BEARING HANDRAIL 7 15/16" RISER 9 1/2" TREAD 6’-2 1/2" TO FACE OF FIRST RISER SCALE -3/4" = 1’-0" AD2 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 ARCHITECTURAL
DETAILS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A
1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
J17 det.estJ17 735 ’A’ ENTRY SECTION DETAIL (3) CRS. BRICK BELOW FRONT PORCH SLAB 2x10 HEADER TO BE LOCATED UNDER WALL OF BEDROOM 2 w/PLANT SHELF FRAMING TO EXTEND TO HEADER EXTERIOR
STUD WALL FOR BEDROOM 2 2x10 HEADER FOR BRICK ARCH OPENING @ENTRY 8’-7 1/2" TO BOTTOM HEADER 2x6 RAFERS @16" O.C. TYP. CUT RAFTERS THIS SIDE @EACH BEARING POINT (TOP PLATE) BRICK TO
BEAR ON (3) RAFTERS AGAINST HOUSE 2x4 LAID FLAT FOR GABLE WALL FRAMING 2’-1 1/4"R 6’-1 1/4" FROM FINISHED FLOOR TO CTR. OF ARCH 2x6 RATER CUT & NAILED TO 2x8 RIDGE AND 2x10 LEDGER AGAINST
1’-0" BUMP OUT OSB ON EXTERIOR OF BEDROOM 2 WALL TO EXTEND TO RIDGE OVER FRONT PORCH ROOF BRICK VENEER TO BEAR ON TRIPLE RAFTER AGAINST EXTERIOR WALL OSB TO WRAP STUD WALLS OF FRONT
PORCH FRAMING 9’-3 3/4" GUTTER BOARD HGT. 10’-0 5/8" TO TOP OF PLATE 10’-2 7/8" TO TOP OF PLATE 7’-8 5/8" TO TOP OF PLATE 6’-11 3/4" TO TOP OF GUTTER BOARD 9’-1 1/8" TO TOP OF STD. PLATE
10" FLR DECK 1x2 SHINGLE MOULD ON TOP OF 1x8 FASCIA 1x6 LADDER RAKE 1x6 FRIEZE BRICK VENEER TRUSS PROVIDED BY TRUSS MANUFACTURING COMPANY TYPICAL OF (2) VALLEY FRAMING BY FRAMER W/2x
MATERIAL TYPICAL of (8) RAFTERS 2x8 RIDGE 1x8 GUTTER BOARD SOFFIT BOARD W/VENT 1x6 FRIEZE 1x2 NAILER 1/2" DRYWALL BATT INSULATION INSTALLED IN WALL 3/4" FOAM INSILATING BRD. TRIPLE RAFTERS
UNDER BRICK VENEER FOR BRICK SUPPORT 2x6 RAFTER NAILED INTO 2x10 LEDGER 2x6 RAFTERS TYPICAL OF PORCH FRAMING 2x8 RIDGE BOARD BATT INSULATION IN FLOOR JOIST 2x4 NAILER 7" 5’-3" 2x10 HEADER
ABV DR 3/4" FOAM INSUL 1x6 TRIM TO WRAP PERIMETER OF WALL ABOVE ENTRY DOOR 1x6 TRIM AROUND INSIDE CEILING OF FRONT PORCH SOFFIT BOARD FOR FRONT PORCH CEILING 2x10 FLOOR JOIST FOR PLANT
SHELF 9’-4" TO TOP OF GUTTER BOARD 10’-0 5/8" TO TOP OF PLATE 2x4 LADDER FRAMING BETWEEN OSB W/BENDING BOARD BELOW TO FRAME ARCH @ENTRY SCALE -3/4" = 1’-0" AD3 06/17/05 PLAN NAME: DRAWING
TITLE: 735a-LS76 ARCHITECTURAL DETAILS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike
Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
1. ALL LADDER RAKE MATERIAL TO BE SUPPLIED BY TRUSS MANUFACTURER 2. LADDER RAKE TO BE 2x4 MATERIAL WHEN 1x6 FASCIA IS USED AND 2x6 MATERIAL WHEN 1x8 FASCIA IS USED 3. ALL RAFTERS TO
BE SPACED AT 16" O.C. UNLESS NOTED OTHERWISE 4. SEE ELEVATIONS FOR MATERIAL DESIGNATIONS ROOF FRAMING NOTES: notes.roof02 2x6 RAFTERS @16" O.C. TYP. 2x8 RIDGE TYP. 12" OVERHANG 12" OVERHANG
12" LADDER RAKE 12" LADDER RAKE 12" OVERHANG 12" OVERHANG 12" LADDER RAKE 12" LADDER RAKE 12" LADDER RAKE 12" LADDER RAKE 12" LADDER RAKE 2x8 LEDGER 2x6 RAFTERS @19.2" O.C. TYP. TO BE
NAILED TO 2x6 OUTLOOKERS FROM 2nd FLOOR JOIST SYSTEM SEE SHEET A8 FOR CLARIFICATION 2x6 RAFTERS @16" O.C. TYP. 2x8 RIDGE TRIPLE RAFTERS FOR BRICK LOAD 8’-11 5/16" 2’-3" 4’-9 3/8" 11’-3
1/8" 2’-2 7/8" 2x6 RAFTERS @16" O.C. TYP. 2x8 RIDGE 2x4 VALLEY NAILER 5/12 5/12 8/12 14/12 14/12 14/12 8/12 8/12 14/12 14/12 14/12 14/12 SCALE -1/4" = 1’-0" 60’,70’ R2 01/11/06 PLAN
NAME: DRAWING TITLE: 735a-LS76 ROOF FRAMING DRAWN BY: REV1: 10102 09/21/01 BMC REV2: 12949 09/07/05 05 RLT REV3: 13573 01/11/06 RLT REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS:
FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 12’,30’ 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
TRUSS BOTTOM CHORD 12" 2x2 CONTINUOUS NAILER 2x2 BLOCKING AT 16" O.C. FRIEZE BOARD (SEE ELEV.) GUTTERBOARD (SEE ELEV.) ROOF SHINGLES 7/16" ROOF DECKING 3/4" RIGID INSULATION 3/8" ROUGH
SAWN PLYWOOD R-38 BLOWN INSULATION PROVIDE 2" CLEARANCE FOR INSULATION 12" SEE ROOF PLAN 2" CONTINUOUS SOFFIT VENT R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER 15# BUILDING FELT BRICK
1/2" DRYWALL 1/2" DRYWALL R7 det.estR7 ROOF DETAIL at HOUSE SOFFIT at BRICK LOCATIONS 1’-0" GABLE TRUSS 12" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES 7/16"
ROOF DECKING 3/4" RIGID INSULATION 3/8" ROUGH SAWN PLYWOOD R-30 BATT INSULATION 1/2" DRYWALL R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER HEIGHT VARIES 15# BUILDING FELT SIDING 1/2" DRYWALL
2x4 DRYWALL NAILER R18 det.estR18 ROOF DETAIL at HOUSE GABLE at SIDING LOCATIONS w/SLOPED CEILING 1’-0" GABLE TRUSS 12" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES
7/16" ROOF DECKING 1/2" INSULATION SHEATHING 3/8" ROUGH SAWN PLYWOOD 2x2 CONTINUOUS NAILER 15# BUILDING FELT BRICK R15 det.estR15 ROOF DETAIL at GARAGE GABLE at BRICK LOCATIONS 1’-0"
GABLE TRUSS 12" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES 7/16" ROOF DECKING 3/4" RIGID INSULATION 3/8" ROUGH SAWN PLYWOOD 2x2 CONTINUOUS NAILER R-30 BATT
INSULATION 1/2" DRYWALL R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER HEIGHT VARIES 15# BUILDING FELT BRICK 1/2" DRYWALL R17 det.estR17 ROOF DETAIL at HOUSE GABLE at BRICK LOCATIONS w/SLOPED
CEILINGS TRUSS BOTTOM CHORD 8" 2x2 CONTINUOUS NAILER 2x2 BLOCKING AT 16" O.C. FRIEZE BOARD (SEE ELEV.) GUTTERBOARD (SEE ELEV.) ROOF SHINGLES 7/16" ROOF DECKING 3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD R-38 BLOWN INSULATION PROVIDE 2" CLEARANCE FOR INSULATION 12" SEE ROOF PLAN 2" CONTINUOUS SOFFIT VENT 15# BUILDING FELT 1/2" DRYWALL 1/2" DRYWALL SIDING R-13
BATT INSULATION W/2 MIL. VAPOR BARRIER R9 det.estR9 ROOF DETAIL at HOUSE SOFFIT at SIDING LOCATIONS 8" GABLE TRUSS 8" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES
7/16" ROOF DECKING 3/4" RIGID INSULATION 3/8" ROUGH SAWN PLYWOOD R-30 BATT INSULATION 1/2" DRYWALL R-13 BATT INSULATION W/2 MIL. VAPOR BARRIER HEIGHT VARIES 15# BUILDING FELT SIDING
1/2" DRYWALL 2x4 DRYWALL NAILER R19 det.estR19 ROOF DETAIL at HOUSE GABLE at SIDING LOCATIONS w/SLOPED CEILING 8" GABLE TRUSS 8" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.)
ROOF SHINGLES 7/16" ROOF DECKING 1/2" INSULATION SHEATHING 3/8" ROUGH SAWN PLYWOOD SIDING 15# BUILDING FELT R20 det.estR20 ROOF DETAIL at HOUSE or GARAGE GABLE at SIDING LOCATIONS 1’-0"
GABLE TRUSS 12" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES 7/16" ROOF DECKING 1/2" INSULATION SHEATHING 3/8" ROUGH SAWN PLYWOOD SIDING 15# BUILDING FELT R21
det.estR21 ROOF DETAIL at HOUSE or GARAGE GABLE at SIDING LOCATIONS 1’-0" GABLE TRUSS 12" LADDER RAKE FRIEZE BOARD (SEE ELEV.) FASCIA (SEE ELEV.) ROOF SHINGLES 7/16" ROOF DECKING 1/2"
INSULATION SHEATHING 3/8" ROUGH SAWN PLYWOOD 2x6 CONTINUOUS NAILER (RIPPED) 15# BUILDING FELT BRICK R22 det.estR22 ROOF DETAIL at HOUSE GABLE at BRICK LOCATIONS RD1 01/11/06 PLAN NAME:
DRAWING TITLE: 735a-LS76 ROOF DETAILS DRAWN BY: REV1: 13573 01/11/06 RLT REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge
Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
60’,70’ T1 09/07/05 PLAN NAME: DRAWING TITLE: 735a-LS76 TRUSS LAYOUT DRAWN BY: REV1: 12949 09/07/05 RLT REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE:
ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 DGE DSW DD DD DD DD DD DD DD
D D D D1 D D1SC D1 D1 D1 D1 AAST A1GE AAST AAST AAST AAST AAST AAST AAST AAST AAST CGE AGE CGR BSW DD SCALE -1/4" = 1’-0"
C UNFIN UP 14 RISERS WOOD RAILING C 2/6INT FURN 2/8INT 2/4INT 1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE 2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD UNDERLAYMENT
EXCEPT WHERE CARPETING OR CERAMIC TILE FLOOR FINISH IS SPECIFIED. 3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED. 3. CERAMIC TILE
AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER BOARD UNLESS NOTED OTHERWISE. FINISH NOTES: notes.fin01 60’,70’ SCALE -1/4" = 1’-0" I1 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 Bsmt.
FLOOR INTERIOR FINISH DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level
2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 UNFINISHED MECHANICALSUMP WATER HEATER EJCT.
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE 2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED. 3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER BOARD UNLESS NOTED
OTHERWISE. FINISH NOTES: notes.fin01 ARCHED OPENING ARCHED OPENING DOWN 14 RISERS UP 15 RISERS J15 AD4 CH HC H H C C H J8 AD4 J9 AD4 J1 AD2 D.W. DRYWALL NICHE THIS SIDE SEE DETAIL J10/ID2
5/0DWO FLUSH CERAMIC C TILE HEARTH AND MANTEL -SEE I5/ID2 J7 ID2 ARCHED OPENING LAUNDRY RM STORAGE TRUNK SEE DET J21/ID2 NON-STRUCTURAL WALL NOT FOR PLUMBING OR HVAC HOSE BIB HOSE BIB
2/8SERV 4/0DBP 2052 WASHER DRYER REF 2/0INT 5 SHELVES 1R/1S2/6INT 3/0DWO 1R/1S 3/0EXT6 5/0DWO 2852 2052 16X7OHD 2/8EXT6 4/4EAO 1 STEPS 8X7OHD 2/4INT 1 SHELF 12SLF 12SLF 5 SHELVES 2852
2852 2/8SCRN AP5052 2852 ABO3040 2852 2432 6/0SGD SCALE -1/4" = 1’-0" 60’,70’ I2 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 1st FLOOR INTERIOR FINISH DRAWN BY: REV1: 12355 06/17/05
RLT REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street
Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 BREAKFAST KITCHEN FAMILY ROOM GARAGE DINING ROOM ENTRY SCREEN PORCH DEN
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE 2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED. 3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER BOARD UNLESS NOTED
OTHERWISE. FINISH NOTES: notes.fin01 DOWN 15 RISERS C CH C H OPEN WOOD RAIL J16 ID2 H I12 ID2 3 HOOKS 2/6INT 2R/2S 2/4INT 2-2/6INT 2/6INT 1R/1S 1R/1S 3020 2/6INT 2-2/0INT 2/6INT 2846
2852 2852 2-2/0INT1/6INT 2/0DWO 1R/1S 2/6INT 2846 5 SHELVES 2/4INT 1R/1S 1R/1S 2/6INT 2/4INT 5 SHELVES 2/6DWO 20462 2846 2/4INT 2/4INT 2846 2R/2S SHELVES JEWELRY DR LNDRY BSKT 1R/1S
60’,70’ SCALE -1/4" = 1’-0" I3 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 2nd FLOOR INTERIOR FINISH DRAWN BY: REV1: 12355 06/17/05 RLT REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS:
DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317)
582-2452 BEDROOM #3 MASTER BATH BEDROOM #2 BEDROOM #4 PLANT SHELF BONUS ROOM W.I.C. BATH #2 MASTER BEDROOM
2/4INT 2/6DWO 2/4INT VSB30 18"TB 18"TB MIR8436 1/6INT CH I12 ID2 VSB36 24"TB VD24 VSB42 18"TB VD24 2-2/6INT 2/4INT 5 SHELVES 24"TB 1R/1S 2/6INT MIR6036 18"TB 2/4INT 2/4INT PH VDB15 LCD18CH
C H VSB42 1R/1S2/0DWO 18"TB PH MIR3036 H 2/4INT VSB30 REF 2/0INT 5 SHELVES 3/0DWO 18"TB MIR3036 2’-10 1/2" 2’-1" 4’-1" 2’-1" 2’-10 1/2" 3’-1" 7’-9" 7’-3" 5’-0 1/2" 2’-11" 1’-8" 1’-10"
D.W. BATH #3 LAYOUT KITCHEN LAYOUT BATH #2 LAYOUT SCALE -1/2" = 1’-0" ID1 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 CABINET LAYOUTS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE:
OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A MASTER BATH LAYOUT 1041 West Main Street Carmel, Indiana 46032
(317) 846-7311 FAX (317) 582-2452
FILLET SHOE RAIL (CONT.) 1x TRIM ROUTER EASED EDGES 1x SKIRT TRIM 1-1/4" TREAD 2x4 STRINGER 2x12 STAIR STRINGER 3/4" COVE MOLDING 9/16"x3-1/4" BASE TRIM DRYWALL 2x4 STUD WALL I7 det.estI7
STAIR STRINGER TRIM DETAIL at HANDRAIL 3/4" COVE MOLDING I6 det.estI6 7 1/4" 1x8 CAP 9/16"x3 1/4" BASE 1/2" DRYWALL 2x4 STUDS AT 16"O.C. HALF WALL DETAIL SEE FLR. PLAN FOR t.o. ROUGH
FRAME at INTERIOR ROUTED EASED EDGES 1/2"x3/4" COVE MOLD 10 3/16" 1 5/8" 7" 1 5/8" 1x12 TRIM 1/2" X 3/4" COVE 9/16" X 3 1/4" BASE 1/2" DRYWALL 2x4 STUDS AT 16"O.C. (DOUBLE WIDTH) I2
det.estI2 DOUBLE HALF WALL DETAIL at INTERIOR DRYWALL ROUTED 1x SKIRT TRIM 1-1/4" TREAD 2x4 STRINGER 2x12 STAIR STRINGER DRYWALL 2x4 STUD WALL I8 det.estI8 STAIR STRINGER TRIM DETAIL
at WALL LINE DRYWALL 7/16" O.S.B. RISER 3/4" WOOD TRIM 9/16"x3 1/4" BASE TRIM 1-1/4" TREAD 3/4" COVE MOLDING 2x2 BALLUSTERS TYP. HANDRAIL CONT. SHOE RAIL W/FILLET 1x WOOD SKIRT BOARD
BEYOND I7 I9 det.estI9 TYPICAL STAIR TRIM DETAIL at STAIR RAIL J7 det.estJ7 FIREPLACE ELEVATION FAMILY ROOM ALL DIMENSIONS ARE ROUGH FRAME U.O.N. 3’-1 5/8" (2) 2x10 DROPPED HDR VBC33
CONSOLE CABINET BASE 9’-1 1/8" FIRST FLOOR WALL HGT. 8’-1 1/8" TO BOTTOM OF BULKHEAD 3’-1 5/8" 3’-5 1/2" 36" COUNTER TOP W/1" OVERHANG 3/4" BIRCH PLYWOOD TO LINE INSIDE OF BOOK SHELF
1 1/2" 1 1/2" 1x6 WHITE PINE @TOP W/4 1/4" CROWN SEE FLOOR JOIST LAYOUT FOR CHIMNEY FLUE ACCESS PANEL MOLD (2) 2x10 DROPPED HDR 4’-7 5/8" SPACE (3) SHELVES EQUAL DISTANCE APART SEE DETAIL
I5/ID2 FOR MANTEL DETAIL 5 1/2" 4" 3’-11 1/4" 4" 5 1/2" 2’-3 1/2" CERAMIC TILE TO BE AROUND PERIMETER OF 4" RECESS AROUND FIREPLACE OPENING 1’-2" 1’-6 1/4" 2’-8 7/8" 6’-0 3/4" (2) 2x10
DROPPED HDR 3/4" VC BIRCH SHEATHING 7/16" PLY 1’-6" TO TOP OF 7/16" PLY I12 det.estI12 TUB WALL ACCESS PANEL TYPICAL 2" 2" BULL NOSE TILE 1x4 TRIM W/OGEE ROUTED EDGING (INSIDE AND OUT)
2’-0" 2’-0" SCREWS TO BE PLACED 2’-0" O.C. 1/4" DIA. WOOD SCREWS SET IN STUDS W/1/2" DIA. WOOD BUTTON COVERS (TYP.) 2" 2" FIELD VERIFY 2x4 STUDS CEMENT BOARD J10 det.estJ10 ARCHED OPENING
DETAIL 2x4 BLOCKING FOR 3/8" BENDING BOARD 5’-0" 1’-2 1/4" 9’-1 1/8" 3’-0" 4’-5 1/4" 1’-7 7/8" 1’-0" 7’-2" 8’-2" 5’-1 1/2"R 11 3/4" 1/2"X 3/4" WOOD COVE (2)-1x8 BOARDS 1 3/4" DECRA MOULD
(R42) 2x2 BLOCKING 2x4 BLOCKING 4-1/4" CROWN MOULD 1x8 BOARD W/OGEE ROUTED EDGE 1/4"X 1-3/8" LATTICE 1x6 TRIM W/OGEE ROUTED EDGE 1x8 #3 SPRUCE I4 det.estI4 TYPICAL MANTLE DETAIL at FIREPLACE
4’-7 1/2" 3’-4" 3’-2 3/4" 4’-5 3/4" 5’-7" 2’-3" 4" I4 8"x 8" CERAMIC TILE I5 det.estI5 MANTEL and TILE LAYOUT at 36" FIREPLACE J16 det.estJ16 DRYWALL OPENING @COMPUTER NICHE 2’-7" 9
1/4" HEADER 3’-0" 8’-1 1/8" 4’-0" 2’-10 1/2"R 2x4 SILL PLATE 4’-0" 3’-0" 7’-0" 2’-6" 7’-0" 2x4 BLOCKING W/OSB TO INSIDE FACE OF STUD FOR DRYWALL WRAPPED OPEING 9’-1 1/8" 2’-0 3/4" 4’-0
1/2" J21 det.estJ21 LAUNDRY ROOM STORAGE TRUNK TO TOP OF BOX 3 1/4" BASE w/SHOE MOLD KNEE WALL TO BE FRAMED BY TRIM CARPENTER. W/3/4" BIRCH INSIDE & OUTSIDE OF STUD WALL TOP OF WALL
TO HAVE 3/4" WOOD CAP 3/4" BIRCH TOP W/PIANO HINGE ALLOW 1" O.H. @FRONT PANEL 11/16" x 3/4" COVE AROUND PERIMETER OF TOP PANEL MOLD ON FRONT OF BOX J30 det.estJ30 11 1/4" 1x12 CAP 9/16"x3
1/4" BASE 1/2" DRYWALL 2x4 STUDS AT 16"O.C. HALF WALL DETAIL SEE DETAIL J10 HALF WALL HEIGHT at FAMILY ROOM /NOOK ROUTED EASED EDGES 1/2"x3/4" COVE MOLD ID2 06/17/05 PLAN NAME: DRAWING
TITLE: 735a-LS76 INTERIOR DETAILS DRAWN BY: REV1: REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker
Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452
UP 14 RISERS 1. NO MECHANICAL NOTES AT THIS TIME MECHANICAL PLAN NOTES: notes.mech01 SCALE -1/4" = 1’-0"60’,70’ M1 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 Bsmt. FLOOR MECHANICAL
DRAWN BY: REV1: 8078 09/21/01 BMC REV2: REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level
2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 UNFINISHED MECHANICALSUMP FURN WATER HEATER EJCT. BP9’ BASEMENT WALLS BP
1. NO MECHANICAL NOTES AT THIS TIME MECHANICAL PLAN NOTES: notes.mech01 DOWN 14 RISERS UP 15 RISERS 4x12 FLR REG 14x14 HSW R/A GRILL 4x10 FLR REG 4x10 FLR REG 4x10 FLR REG 4x10 FLR REG
4x10 FLR REG 3’-4" 12’-4 1/8" 2x6 WALL FOR PLUMBING NON-STRUCTURAL WALL NOT FOR PLUMBING OR HVAC 2’-0" DOUBLE CLOSET WALL ON BOTH SIDE OF CLOSET TO BE USED OF FOR MECHANICAL ACCESS TO
BONUS ROOM 1 STEPS 20"x8"SQUARE 49.00" 20"x8"SQUARE 16.00" 60’,70’ SCALE -1/4" = 1’-0" M2 06/17/05 PLAN NAME: DRAWING TITLE: 735a-LS76 1st FLOOR MECHANICAL DRAWN BY: REV1: 9922 12/11/00
BMC REV2: 9290 09/26/02 RLT REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041
West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 BREAKFAST KITCHEN FAMILY ROOM GARAGE DINING ROOM ENTRY SCREEN PORCH DEN
DOWN 15 RISERS 4x10 FLR REG 4x12 FLR REG 4x10 FLR REG 14x6 R/A GRILL 14x6 R/A GRILL 14x6 R/A GRILL 14x6 R/A GRILL 14x14 R/A GRILL w/CUBE ON TOP CHASE TO BE USED FOR FIREPLACE FLUE 4x10
FLR REG 4x10 FLR REG 4x10 FLR REG 4x12 FLR REG 2’-5" 1. NO MECHANICAL NOTES AT THIS TIME MECHANICAL PLAN NOTES: notes.mech01 SCALE -1/4" = 1’-0"60’,70’ M3 06/17/05 PLAN NAME: DRAWING
TITLE: 735a-LS76 2nd FLOOR MECHANICAL DRAWN BY: REV1: 9781 03/15/01 RJH REV2: 9773 03/15/01 RJH REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND:
2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 BEDROOM #3 MASTER BATH BEDROOM #2 BEDROOM
#4 PLANT SHELF BONUS ROOM W.I.C. BATH #2 MASTER BEDROOM
FISHER RESIDENCE 735 A HOME DESIGN LINCOLNSHIRE HOME SITE 76 UP 14 RISERS RECESSED CAN 1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE 68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.) 2. HEIGHT
OF EXTERIOR FRONT PORCH LIGHT FIXTURES TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.) 3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO BE 72" ABOVE FINISH FIRST FLOOR (U.N.O.) ELECTRICAL PLAN NOTES: notes.elec01 SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH DOOR
JAMB SWITCH SMOKE DETECTOR CHIMES DUPLEX OUTLET SWITCHED OUTLET WEATHER PROOF OUTLET GROUND FAULT OUTLET 220V OUTLET CEILING FIXTURE WALL MOUNT FIXTURE PULL CHAIN FIXTURE FLUORESCENT
FIXTURE RECESSED FIXTURE WIRE FOR PADDLE FAN WIRE FOR PADDLE FAN AND LIGHT KIT HEAT PUMP J 4 3 SD CH WG TRACK FIXTURE UNDER CABINET FIXTURE SUBWOOFER MAIN ELECTRONICS LOCATION EXHAUST
FAN EXHAUST FAN W/LIGHT FF PC TU ELECTRICAL SYMBOL LEGEND legend.elect DOUBLE RG-6 VIDEO GARAGE GARAGE DOOR SENSOR L EXTERIOR FLOOD LIGHT RECESSED STEP LIGHT TELEPHONE JACK INTERCOM
TELEVISION/CABLE PLASMA ROUGH-IN IN-WALL SPEAKER PHOTOCELL RECESSED EYEBALL LIGHT IN-WALL WIRE-ONLY SPEAKER IN-CEILING SPEAKER IN-CEILING WIRE-ONLY SPEAKER SPEAKER PLATE SERVICE PANEL
HVAC THERMOSTAT MEDIA OULET DATA JACK TECH PANEL M C W/O W/O SP SUB PLASMA MEL D V Tech. Panel 60’,70’ SCALE -1/4" = 1’-0" E1 01/05/06 PLAN NAME: DRAWING TITLE: 735a-LS76 Bsmt. FLOOR
ELECTRICAL DRAWN BY: REV1: 8078 09/21/01
BMC REV2: 12557 10/21/05 RJH REV3: 11879 01/05/06 RJH REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower
level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 UNFINISHED MECHANICAL F GSS SUMP WATER HEATER SD S EJCT. S S3 G HP TS IC EYE FURN PHOTO
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE 68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.) 2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE FLOOR (U.N.O.) 4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO BE 72" ABOVE FINISH FIRST
FLOOR (U.N.O.) ELECTRICAL PLAN NOTES: notes.elec01 DOWN 14 RISERS UP 15 RISERS DISPOSAL TO ENTRY LIGHT ABOVE TO 2ND FLR LIGHTS D.W. TO OUTLET @LEDGE 30" A.F.F. WIRED FOR OPENER AND SENSORS
WIRED FOR OPENER AND SENSORS WASHER DRYER REF SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH DOOR JAMB SWITCH SMOKE DETECTOR CHIMES DUPLEX OUTLET SWITCHED OUTLET WEATHER PROOF OUTLET
GROUND FAULT OUTLET 220V OUTLET CEILING FIXTURE WALL MOUNT FIXTURE PULL CHAIN FIXTURE FLUORESCENT FIXTURE RECESSED FIXTURE WIRE FOR PADDLE FAN WIRE FOR PADDLE FAN AND LIGHT KIT HEAT
PUMP J 4 3 SD CH WG TRACK FIXTURE UNDER CABINET FIXTURE SUBWOOFER MAIN ELECTRONICS LOCATION EXHAUST FAN EXHAUST FAN W/LIGHT FF PC TU ELECTRICAL SYMBOL LEGEND legend.elect DOUBLE RG-6
VIDEO GARAGE DOOR SENSOR L EXTERIOR FLOOD LIGHT RECESSED STEP LIGHT TELEPHONE JACK INTERCOM TELEVISION/CABLE PLASMA ROUGH-IN IN-WALL SPEAKER PHOTOCELL RECESSED EYEBALL LIGHT IN-WALL
WIRE-ONLY SPEAKER IN-CEILING SPEAKER IN-CEILING WIRE-ONLY SPEAKER SPEAKER PLATE SERVICE PANEL HVAC THERMOSTAT MEDIA OULET DATA JACK TECH PANEL M C W/O W/O SP SUB PLASMA MEL D V Tech.
Panel SCALE -1/4" = 1’-0" 60’,70’ E2 10/21/05 PLAN NAME: DRAWING TITLE: 735a-LS76 1st FLOOR ELECTRICAL DRAWN BY: REV1: 10146 03/15/01 RJH REV2: 9782 03/15/01 RJH REV3: 12616 05/04/05
RLT REV4: 12888 09/12/05 RLT REV5: 12577 10/21/05 RJH REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker Lower level 2 R.H.
A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 BREAKFAST KITCHEN FAMILY ROOM GARAGE DINING ROOM ENTRY SCREEN PORCH DEN S W S3 S SD CH 3 S S S4 S4 S S
S S3 S3 GG S3 S3 S3 S4 S S S3 F S S S T G S S3 S S S S S S 3 WW PC HP TS IC EYE PHOTO PHOTO
DOWN 15 RISERS TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW Tech. Panel 1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE 68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.) 2. HEIGHT OF EXTERIOR
FRONT PORCH LIGHT FIXTURES TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.) 3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE FLOOR (U.N.O.) 4. HEIGHT
OF LIGHT FIXTURES AT REAR PATIO AREAS TO BE 72" ABOVE FINISH FIRST FLOOR (U.N.O.) ELECTRICAL PLAN NOTES: notes.elec01 SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH DOOR JAMB SWITCH
SMOKE DETECTOR CHIMES DUPLEX OUTLET SWITCHED OUTLET WEATHER PROOF OUTLET GROUND FAULT OUTLET 220V OUTLET CEILING FIXTURE WALL MOUNT FIXTURE PULL CHAIN FIXTURE FLUORESCENT FIXTURE RECESSED
FIXTURE WIRE FOR PADDLE FAN WIRE FOR PADDLE FAN AND LIGHT KIT HEAT PUMP J 4 3 SD CH WG TRACK FIXTURE UNDER CABINET FIXTURE SUBWOOFER MAIN ELECTRONICS LOCATION EXHAUST FAN EXHAUST FAN
W/LIGHT FF PC TU ELECTRICAL SYMBOL LEGEND legend.elect DOUBLE RG-6 VIDEO GARAGE DOOR SENSOR SENSOR L EXTERIOR FLOOD LIGHT RECESSED STEP LIGHT TELEPHONE JACK INTERCOM TELEVISION/CABLE
PLASMA ROUGH-IN IN-WALL SPEAKER PHOTOCELL RECESSED EYEBALL LIGHT IN-WALL WIRE-ONLY SPEAKER IN-CEILING SPEAKER IN-CEILING WIRE-ONLY SPEAKER SPEAKER PLATE SERVICE PANEL HVAC THERMOSTAT
MEDIA OULET DATA JACK TECH PANEL M C W/O W/O SP SUB PLASMA MEL D V Tech. Panel SCALE -1/4" = 1’-0" 60’,70’ E3 10/21/05 PLAN NAME: DRAWING TITLE: 735a-LS76 2nd FLOOR ELECTRICAL DRAWN
BY: REV1: 10299 07/10/01 BMC REV2: 12577 10/21/05 RJH REV3: REV4: REV5: REV6: DATE: OPTIONS: DRAWING REVISIONS: FOUNDATION TYPE: ELEV: HAND: 2008 (The Estridge Group, Inc.) Mike Walker
Lower level 2 R.H. A 1041 West Main Street Carmel, Indiana 46032 (317) 846-7311 FAX (317) 582-2452 BEDROOM #3 MASTER BATH BEDROOM #2 BEDROOM #4 PLANT SHELF BONUS ROOM W.I.C. BATH #2
MASTER BEDROOM S F S S S S G G S S S3 S G S S4 S SD S S SD SD SD SD F S S S S S4 PC S3 F G HP TS IC EYE PHOTO