HomeMy WebLinkAboutOBF010070000_PERMIT REVISION.pdf
LEFT SIDE EXTERIOR 02 REAR EXTERIOR 03 RIGHT SIDE EXTERIOR SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 04 SCALE: 1/8" = 1'-0" 4020P 4020P T/2nd FLR DBL TOP T/2nd FLR DBL TOP 3056 3060 3056
3056 3056 3050 5050P 3050 EGRESS EGRESS EGRESS EGRESS 40'-0" RIDGE VENT 10'-0" R.V. 1x8 RAKE BOARD -w/1x6 BACK-UP HORIZONTAL SIDING 1x8 WINDOW TRIM -SIM. TO DTL. 05/D2.0 1x8 RAKE BOARD
HORIZONTAL SIDING FIBERGLASS /ASPHALT SHINGLES 1/2" x 9 1/2" HARDBOARD FRIEZE -w/ALUMINUM GUTTER 1x8 GUTTER BOARD -w/BARGE MOULD & DOWNSPOUTS -TRIM TO T/WINDOWS 1x8 RAKE BOARD -w/1x6
BACK-UP HORIZONTAL SIDING 1x4 CORNER TRIM 12 8 12 8 1x12 WINDOW TRIM -EXTENDED 12" FROM SHEATHING 12 8 12 8 12 12 12 12 METAL FLASHING NOTE: PROVIDE VENTED SOFFIT @SOLARIUM 1x6 TRIM
-SEE DTL. 05/D2.1 -TRIM TO FIT -SIM. TO DTL. 05/D2.1 2020P2020P2020P FIBERGLASS /ASPHALT SHINGLES 1/2" x 9 1/2" HARDBOARD FRIEZE -w/ALUMINUM GUTTER 1x8 GUTTER BOARD -w/BARGE MOULD &
DOWNSPOUTS -TRIM TO T/WINDOWS 1x8 RAKE BOARD -EXTENDED 12" FROM SHEATHING HORIZONTAL SIDING 1x4 CORNER TRIM 1x8 WINDOW SURROUND -w/METAL FLASHING -SEE DTL's. 04, 05 & 06/D2.0 1x8 TRIM
-w/METAL FLASHING 3'-0" GARAGE FOUNDATION WALL A/C "h. x 5"w. LIMESTONE SILL -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" 1/2" x 9 1/2" HARDBOARD FRIEZE -w/BRICK LADDER -TRIM TO T/WINDOWS -w/BARGE
MOULD FIVE & DIME STONE VENEER FIVE & DIME STONE VENEER -PLACE JOINTS @CORNERS 10'-0" RIDGE VENT 10'-0" RIDGE VENT DS 10'-0" R.V. 9'-0"w. x 7'-0"h. OH DOOR BRICK SOLDIERS 16'-0"w. x
7'-0"h. OH DOOR 10'-0" R.V. T/1st FLR SUBFLR T/FDN. WALL T/2nd FLR SUBFLR T/1st FLR DBL TOP B T/1st FLR SUBFLR T/FDN. WALL T/2nd FLR SUBFLR T/1st FLR DBL TOP 2850 2'-712" CANT. 2'-712"
CANT. 2850 6050P B134 TEMP T26122LT T26122LT PRE-FINISHED CORNER TRIM 1x12 KICK PLATE -TRIM TO FIT PRE-FINISHED 12 5 12 5 CORNER TRIM BAY WINDOW NOTE: FOR BAY TRIM INFO. REFER TO DTL.
07/A5.0 NOTE: PROVIDE VENTED SOFFIT @BAY WINDOW 134 METAL FLASHING 3016P 5021P-7SA 3016P 1x12 WINDOW TRIM -TRIM TO FIT AROUND WDW -SEE DTL. 04/D2.0 20 40B194 BRICK SILL 214"h. x 5"d.
LIMESTONE SILL -SLOPE 114" MIN. -PROJECT BOTTOM 1" 1x8 BAND BOARD -w/METAL FLASHING -w/METAL DRIP FLASHING 4060 4060 4040P TEMP STYLE #1 OVERLAY 3050 3050 5040 EGRESS ACTIVE 5068 SGD
FROST FOOTING 1'-0" FROST FOOTING 38 34" 66 12" 38 34" 34 34" 58 34" 4'-0" 3'-0" 5'-0" 4'-0" 2'-8" 4'-0" 6'-0" 6'-0" 8'-0" 22 34" 7'-0" 2'-0" 3X3 LANDINGS w/STEPS TO GRADE @BREAKFAST
DOOR & LAUNDRY DOOR 2'-0" 3'-4" 4'-0" 5'-0" 4'-0" 06 07 09 LOW-'E' GLAZING NOTE: ALL 1st & 2nd FLOOR WINDOWS and BASEMENT HOPPER & SLIDER WINDOWS TO HAVE LOW-'E' GLAZING 1. ALL GLASS
IN DOORS, SIDELITES & TRANSOMS TO HAVE LOW-'E' GLAZING 2. EXCEPTIONS: -LEADED GLASS DOORS, SIDELITES & TRANSOMS -WINDOWS w/STAINED GLASS OVERLAYS -PATIO DOORS w/INTEGRAL BLINDS 01 SCALE:
1/4" = 1'-0" 9'-0" 1138" T/FDN. WALL T/1st FLR. SUBFLR. T/FOOTING T/SOLARIUM DBL. TOP 10'-03 8'-1" 8" 978" T/FDN. WALL T/2nd FLR. SUBFLR. 5'-0" T/GARAGE FOOTING T/2nd FLR. DBL. TOP T/GARAGE
/1st FLR. DBL. TOP 4020P 4020P 4020P 12'-1" 12" 10'-0" RIDGE VENT 12 12 NOTE: NO BRICKMOULD @SOLARIUM WINDOWS!! 'T' TYPE METAL BRACING @COMMON WALL BEYOND -TYPICAL FIBERGLASS /ASPHALT
SHINGLES 1x8 GUTTER BOARD -w/ALUMINUM GUTTER & DOWNSPOUTS 1/2" x 9 1/2" HARDBOARD FRIEZE -w/BARGE MOULD -TRIM TO T/WINDOWS 1x12 WINDOW TRIM -TRIM TO FIT -SIM. TO DTL. 05/D2.1 1x8 TRIM
-w/METAL FLASHING NOTE: PROVIDE VENTED SOFFIT @SOLARIUM 1x8 WINDOW TRIM -w/METAL FLASHING -SIM. TO DTL. 04/D2.1 15 NOTE: PROVIDE STUD DIRECTLY BEHIND PANEL JOINT, 'H' STRIP CONNECTOR
or BATTEN, INCLUDING ALL GABLE LOCATIONS, TYPICAL 11 12 13 T42124LT FRONT EXTERIOR -'ARTS & CRAFTS' 3056 EGRESS 4034" 6" 12" 40'-0" RIDGE VENT 12 FIBERGLASS /ASPHALT SHINGLES 10 1x8
GUTTER BOARD -w/ALUMINUM GUTTER & DOWNSPOUTS 1/2" x 9 1/2" HARDBOARD FRIEZE -w/HARDIPANEL BACK-UP -w/BARGE MOULD -TRIM TO T/WINDOWS HARDIPANEL -STUCCO FINISH -HOLD 1" OFF T/SHINGLES
-SEE DTL. 01/D4.0 FOR VERTICAL SEAMS 1x6 CORNER TRIM -w/HARDIPANEL BACK-UP -SEE DTL. 12/D4.0 METAL FLASHING -SIM. TO DTL. 07/D4.1 FIVE & DIME STONE VENEER ROOF CRICKET -SEE DTL. 09/A1.0
1x8 WINDOW TRIM -SIM. TO DTL. 05/D2.1 -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" 4"h. x 5"w. LIMESTONE SILL -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" -PLACE JOINTS @CORNERS FIVE & DIME STONE VENEER
-SEE DTL. 13/A1.0 BRICK DOOR THRESHOLD -SEE DTL. 06/D1.0 1/2" x 9 1/2" HARDBOARD FRIEZE -w/BRICK LADDER -w/BARGE MOULD -TRIM TO T/WINDOWS 4"h. x 5"w. LIMESTONE SILL 712" 712" HARDIPANEL
-STUCCO FINISH -HOLD 1" OFF T/SHINGLES -SEE DTL. 01/D4.0 FOR VERTICAL SEAMS 1x10 RAKE BOARD -EXTEND 12" FROM SHT'G. w/1x8's 1x8 GABLE FRIEZE -w/BRICK LADDER -w/BARGE MOULD -# BKT5x20
'FYPON' GABLE BRACKET -w/1x8 BACKUP 14" x 72" J4-A FOUR BOARD ARCHTOP BOARD-n-BATTEN SHUTTERS LIMESTONE JACK ARCH #J105 BLSS189I 3060 3060 8334" 2440 LIMESTONE WINDOW HEAD #5W01 -SEE
DTL. 12/A1.0 1x6 w/1x CAP -EXTEND 1x CAP 1" BEYOND 1x6 -SEE DTL. 14/A1.0 METAL FLASHING 1x6 CORNER TRIM -SEE DTL. 12/D4.0 1x6 WINDOW TRIM -SEE DTL. 08/D4.0 1x8 WINDOW HEAD -SEE DTL.
17/A1.0, 05/D4.0 131 18" 12" 2" 1x10 RAKE BOARD -EXTEND 8" FROM SHT'G. w/1x8's 1x8 GABLE FRIEZE -w/HARDIPANEL BACKUP -w/BARGE MOULD 1x6 TRIM BOARD -EXTEND 8" FROM SHT'G. WAVEY-EDGE SIDING
-SEE DETAIL XX/A1.0 4'-8" 10 14 BRICK VENEER NO BRICKMOULD 17 16 BRICK TRUSS NOTE: TRUSS MANUFACTURER TO SIZE TRUSS FOR ADDITIONAL BRICK LOADING -SEE DTL. 16/A1.0 -SLOPE 1/4" MIN. -PROJECT
BOTTOM 1" 4"h. x 5"w. LIMESTONE SILL BRICK VENEER -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" 4"h. x 5"w. LIMESTONE SILL 7171 2" 2" 12 10 4'-0" TYP. LIMESTONE JACK ARCH #J120 -SEE DTL. 19/A1.0
-SEE DTL. 18/A1.0 LIMESTONE JACK ARCH #J110 5'-5" 131131 2" 2" 2440 3234" 18 3056 3056 20 08 4060 4060 4060 06 2'-0" 2'-0"8" REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE
FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET SUITE 400 INDIANAPOLIS, IN 46250 PH 317-348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS
RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----8/22/2011 11:20 AM OBF-007 N/A KELLER F560 AC OVERBROOK FARMS HAMILTON COUNTY, OH 007 03-2011 TJE 2010 859.344.7006 7/11/11
C. VOELKER FOUNDERS COLLECTION A1.0
08 06 FOUNDATION WATER-PROOFING NOTES: 1. AN APPROVED WATERPROOFING MEMBRANE IS REQUIRED FOR EXTERIOR FOUNDATION WALLS THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND FROM TOP OF THE FOOTING
TO THE FINISHED GRADE. 2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. RESIDENTIAL ENERGY CODE COMPLIANCE: 12" THERMAX
RIGID INSULATION (R-3.3) -4'-0"d. -CONTINUOUS 12" THERMAX RIGID INSULATION (R-3.3) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS 58" THERMAX RIGID INSULATION (R-4) -4'-0"d. -CONTINUOUS 58"
THERMAX RIGID INSULATION (R-4) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS 1" THERMAX RIGID INSULATION (R-6.5) -4'-0"d. -CONTINUOUS 1" THERMAX RIGID INSULATION (R-6.5) -4'-0"d. 8'-0"d. -PER
GRADE CONDITIONS 1 12" THERMAX RIGID INSULATION (R-9.8) -4'-0"d. -CONTINUOUS 1 12" THERMAX RIGID INSULATION (R-9.8) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS ** NOTE: THERMAX INSULATION
TO WRAP THE INSIDE PERIMETER OF FOUNDATION WALLS. 34" THERMAX RIGID INSULATION (R-5) -4'-0"d. -CONTINUOUS 34" THERMAX RIGID INSULATION (R-5) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS R-15
HIGH-DENSITY BATT INSULATION w/KRAFT FACE VAPOR BARRIER TO WARM SIDE IN ALL EXTERIOR FRAME WALLS and GARAGE COMMON WALL. R-44 BLOWN WOOL or FIBERGLASS INSULATION w/BAFFLES EVERY TRUSS
SPACE TION OF THE RADON EXHAUST PIPE IN THE HVAC CHASE AREA. 4. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLAMATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED
CLOSELY AROUND ANY PIPE, WIRE, OR OTHER PENETRATIONS OF THE SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM
ALLY INTO THE SUB-SLAB AGGREGATE AND THROUGH THE SHEETING THROUGH THE BUILDING FLOORS AND TERMINATE AT LEAST 12 INCHES ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF OF
VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH THE ATTIC IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED UP THE BUILDING
THAT IS LESS THAN THAN 2 FEET BELOW THE EXHAUST POINT. 3. A 3 INCH DIAMETER PVC PLUMBING TEE SHALL BE EMBEDDED VERTIC-1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES THE
FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF FISCHER HOMES 2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL UNDER THE CONCRETE SLAB. OR COVERED WITH ADDITIONAL SHEETING.
FOR POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN. RADON REDUCTION SYSTEM: NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED. FISCHER HOMES RADON REDUCTION SYSTEM NOTES: FOUNDATION
WALL NOTES: BASEMENT FOUNDATION WALLS BASEMENT FOUNDATION WALLS ARE TO BE 10"thk., 9'-0"h. OFF T/FOOTING. FOOTINGS TO BE 20"w. GARAGE FOUNDATION WALLS GARAGE FOUNDATION WALLS TO BE 8"thk.,
4'-0"h. MIN. OFF T/FOOTING. FOOTINGS TO BE 18"w. FOUNDATION GENERAL NOTES: 1. PROVIDE CONTROL JOINTS IN SLAB @ALL BEAM AND COLUMN 's -AND AS NOTED 2. USE 6 MIL POLY VAPOR BARRIER UNDER
BASEMENT SLAB 3. USE PRESSURE-TREATED LUMBER @ALL PLACES OF CONTACT w/CONCRETE NOTE: FINISHABLE BASEMENT STEPS, RISER/TREAD ONLY -NO FLOORING. HC T I W S O T EV OBA UP FOUNDATION /FOOTING
PLAN 01 SCALE: 1/4" = 1'-0" 32"w. x 15"h. HOPPER WINDOW HOLD T/WDW TO T/FDN. WALL UNEXCAVATED -BOTH WAYS -MIN. 2" COVER -SEE DTL. 04/A2.0, 05/A2.0 w/#4 RE-BAR @36" o.c. 48'-9" A/C INCL.
FD GAS WH 2'-10" TO FLOOR DRAIN HIGH-EFF. GAS FURNACE 22'-212" TO FLOOR DRAIN 15'-9" TO STEEL COLUMN 10" 16'-512" TO STEEL COLUMN 13'-21 10" 2" TO STEEL COLUMN 12'-10" TO STEEL COLUMN
10" 20'-418" 2" 10" 15'-612" TO STEEL BEAM /COLUMN 11'-812" TO STEEL BEAM /COLUMN 23'-11 3'-7" 2" 5'-3" 2x4 BEARING WALL 6'-8" 14'-112" 6'-10" 9'-0" TO NOSING (ABOVE) 10'-212" TO NOSING
10" 6"thk. CONC. GARAGE SLAB BASEMENT INTAKE & EXHAUST CONCRETE FOOTINGS 8" x 20" C.I.P. 10" C.I.P. CONCRETE FOUNDATION WALLS 110V SMOKE DETECTOR HANDRAIL -ONE SIDE GUARDRAIL -BOTH SIDES
NOTE: 2x4 BEARING WALL -DOUBLE STUDS @19.2" o.c. -ALIGN w/JOISTS -7'-10" h. w/P.T. SILL -NO DRYWALL, NAIL GRDRAIL FLATS TO STUD WALL 8"d. x 16"w. THKN'D SLAB -SEE DTL. 06/A2.0 VERTICAL
CONTROL JOINT -SEE DTL. 04/A2.0 3" Ø PVC RADON REDUCTION PIPE -SEE DTL. 05/A2.0 4" x 8" x 8 18"d. BEAM POCKETS W8 x 24 STEEL BEAM 4" Ø STEEL COLUMN 36" x 36" x 15" THICK C.I.P. CONCRETE
COLUMN FOOTING -HOLD T/FT'G. DOWN 3 12" FROM T/SLAB 4" x 8" x 8"d. BEAM POCKET 4" Ø STEEL COLUMN 30" x 30" x 12" THICK C.I.P. CONCRETE COLUMN FOOTING -HOLD T/FT'G. DOWN 3 12" FROM T/SLAB
W8 x 18 STEEL BEAM 4" Ø STEEL COLUMN 36" x 36" x 15" THICK C.I.P. CONCRETE COLUMN FOOTING -HOLD T/FT'G. DOWN 3 12" FROM T/SLAB 4" x 8" x 8"d. BEAM POCKET CONTROL JOINT CONTROL JOINT
312" 4" x 8" x 8 18"d. BEAM POCKET 56'-834" 12" h x 10" thk FOUNDATION WALL w/2x6 FRAME WALL AND BRICK VENEER ABOVE 7'-1134" 5'-1134" 4'-212" 4'-215'-113 2" 7'-117 4" 8" 30'-1138" REFER
TO ELEVATION FOR BRICK CURB DIMENSIONS 18'-218" 15'-2" TO STEEL BEAM 10" 12'-9" 10" 10" 10" 11'-312" -STUBBED OUT & LOOPED 2x4 LET-IN FOR SLAB SUPPORT #4 RE-BAR LINE OF PORCH ABOVE 10"
3'-778" 10" 10" 10'-412" W8 x 18 STEEL BEAM 14" x 8" x 8 18"d. BEAM LEDGE 10" 17'-114" 24" BRICK CURB 17'-11" 10'-412" 8" BRICK CURB 6'-11" 10" 12'-0" STEP BRICK CURB w/GRADE 9'-938"
STEP BRICK CURB w/GRADE 7'-612" 3'-5" SLOPE 3" FROM REAR TO FRONT w/1" FALL IN THE LAST 12" @THE GARAGE DOOR & SLOPE TO O.H. DOORS DOWN 1'-8" FROM T/FDN. HOLD T/GARAGE SLAB 1'-1012"
54'-512" 56'-834" OVERALL 21'-812" 24" BRICK CURB 31'-112" 8" 26'-3" 1'-4" 16'-0" BRICK CURB/SEE ELEVATION 9'-0" -SEE DTL. 02&03/A2.0 FOR SLAB SUPPORT FROM REAR TO FRONT 2x4 NOTCH SLOPED
3" 24" FOR SLAB POUR-THRU HOLD T/FDN. WALL DOWN -SEE DTL. 07/A2.0 ISOLATE SLAB FROM PIER 5'-4" PERIMETER INSULATION LINE OF BAY WINDOW ABV 14'-101 10" 2" TO STEEL COLUMN 5'-675'-4" 8'-0"
8" 5'-1112" 6'-012" 32'-612" 10" 21'-0" 2'-0" BASIN EJECTOR FOR EJECTOR PUMP PROVIDE OUTLET NOTE!! FOR SUMP PUMP PROVIDE OUTLET PUMP SUMP NOTE!! 5040 SL HOLD DOWN 1'-10" 10'-2" 5068
SGD 7'-81 4'-4" 2" 5'-0" FOUNDATION WALL w/2x6 FRAME WALL 5'-0" x 3'-0" PAD 12'-0" 5'-0" FOUNDATION WALL w/2x6 FRAME WALL 12" x 18" GRADE BEAM -SEE DTL. 08/A2.0 ACTIVE 84 ROUGH-IN FULL
BATH 2'-4" 31 5'-0" 2" 7'-10" 10" 6" 12" 2'-10" 4'-0" 30" VANITY 312" 312" 1'-6" 12'-014" 3'-6" 9'-312" REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO.
C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET SUITE 400 INDIANAPOLIS, IN 46250 PH 317-348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER
HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----8/22/2011 11:20 AM OBF-007 N/A KELLER F560 AC OVERBROOK FARMS HAMILTON COUNTY, OH 007 03-2011 TJE 2010 859.344.7006 7/11/11 C. VOELKER FOUNDERS
COLLECTION A2.0
UP CARPET UP CARPET UP CARPET CPT. HDWD. 1 1 HDWD CPT. HDWD CPT. 1 1 1 1 1 1 1 1 PLUMBER'S NOTE! PROVIDE ROUGH-IN FOR ICE MAKER FLOOR PLAN NOTE: 1. EXTERIOR WALLS SHALL BE FRAMED @16"
o.c. 2. INTERIOR WALLS SHADED AS INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @19.2" o.c. -ALIGN JOISTS w/STUDS. 3. INTERIOR WALLS SHADED AS INDICATES INTERIOR LOAD BEARING and/or
NON LOAD BEARING WALLS TO BE FRAMED @24" o.c. -EXCEPT AREAS THAT ARE TO BE FRAMED @16" o.c. PER FISCHER HOMES SCOPES & STANDARDS. 2 1 GARAGE DRYWALL NOTE: COMMON GARAGE WALLS, CEILING,
BEAMS, COLUMNS THAT SUPPORT FLOOR-CEILING ASSEMBLY ABOVE TO HAVE 12"DRYWALL (HUNG & TAPED). CEILING TO BE 58" TYPE "X" FIRECODE DRYWALL BELOW HABITABLE SPACES. 4 2 HB VSB36 4'-9" 5'-7"
30" COOKTOP 2'-312" 8'-1134" 20'-412" FIRST FLOOR PLAN 01 SCALE: 1/4" = 1'-0" WOOD RAILING 36"h. WOOD GUARDRAIL DN DW24 LG/SM SINK REF. SPACE 48'-0" DIMENSIONS ARE FRAME TO FRAME 6'-8"
30'-834" 17'-734" 3'-1177'-117 8" 8" 5'-8" 2'-10" 2'-10" 5'-734" 2'-97 8" 2'-97 8" 5'-8" 2'-10" 2'-2'-10" 2'-10" 11'-312" 3'-1178" WOOD RAILING HANDRAIL 13'-5" TO STEEL BEAM 2'-7" 5'-2"
3'-438" 4'-414" ARCHED OPENING SEE DTL. 06/A4.0 11'-1" 3'-7" 3'-7" 3'-7" 8" 7'-11" TO NOSING 4'-334" TO NOSING 3'-912" TO NOSING 3'-9" 5'-10" 19'-5" 5'-1" 512" 2'-1" 1'-6" 4'-214" 1'-878"
6'-638" 9'-278" 6'-4" ARCHED OPN'G -SEE DTL. 06/A6.0 11" 638" 11"638" 14'-1114" 11" 512" 12'-9" 512" 512" 512" 512" 512" 3'-358" 2'-014" 5112'-9" 14'-11" 2" 19'-0" 1'-1" 5'-01 3'-9"
2" TO NOSING 4'-416'-11" 2" 2" 4'-5" 5'-11"3'-0" 5'-712" 3'-112" 2'-10" OPENING 5'-8" 2'-514" 3'-712"FOYER HARDWOOD DINING ROOM FAMILY ROOM 9'-10 7/8" CEILING HEIGHT KITCHEN 8'-11" CEILING
HEIGHT HARDWOOD POWDER CARPET SOLARIUM 12'-1" CEILING HT. 2'-10" 2'-4" 2'-4" GIRDER TRUSS ABOVE CARPET 9'-10 7/8" CEILING HT. SPRING ARCH CEILING 3050 5050P 3016P ABOVE 3050 3016P ABOVE
4020P ABOVE 4060 4020P ABOVE 4060 4020P ABOVE 4060 4060 4020P ABOVE FRAMER'S NOTE: 9'-1078" WALL HEIGHT FRAMER'S NOTE: 12'-1" WALL HEIGHT FRAMER'S NOTE: 12'-1" WALL HEIGHT FRAMER'S NOTE:
9'-1" WALL HEIGHT FRAMER'S NOTE: 8'-11" WALL HEIGHT FRAMER'S NOTE: DROP CEILING TO 8'-1" RADON PIPE 45 12"h. HALF WALL -w/EXTENDE COUNTER -SEE DTL. 02/A3.0 NOTE: NO HEADER NOTE: NO HEADER
6'-434" PAD-OUT FOR HVAC FLUSH BEAM NOTE: USE (2) 2x12 x 10'-3" AS FLUSH BEAM -w/(2) 2x4 J.S. @EA. END -SET BTM/BEAM @8'-11" OFF T/SUBFLOOR FRAMER'S NOTE: 9'-1078" WALL HT FLUSH BEAM
NOTE: USE (2) 2x12 x 6'-0" AS FLUSH BEAM -w/(2) 2x4 J.S. @EA. END -SET BTM/BEAM @9'-1078" OFF T/SUBFLOOR (2) JACK STUDS SOLARIUM WINDOW NOTE: SET T/4020P TRANSOMS @10'-914" OFF T/SUBFLOOR
SET T/4060P WINDOWS @8'-214" OFF T/SUBFLOOR SOLARIUM NOTE: INSULATE CEILING w/R-38 BATT INSULATION 2'-014" HB DOUBLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH
SIDE OF EACH WINDOW 8'-312" 3'-7" 4'-134" 4'-134" 512" 13'-8" 8" 6'-4" TO NOSING 10'-1" 3'-0" BLSS189I w/T42124LT ABOVE BLS2PST 3'-5"d. x 7'-8"w. PORCH 8'-11" OPENING 10'-412" 3'-313'-6"
2" 3060 16'-438" 6'-838" 9'-558" 6'-75 8" STUDS (4) JACK (4) JACK STUDS 3060 2'-11" 7" 6'-4" 714" 412" 714" 412" SPANDREL BEAM NOTE: USE (2) 2x10's w/12" PLYWOOD FLITCH AS SPANDREL BEAM
-SET FLUSH w/2nd FLR. JOISTS 2 1 1 1 1 1 17'-812" TO STEEL BEAM 9'-0"w. x 7'-0"h. OH GARAGE DOOR 5'-6" 9'-111 5'-6" 2" 31'-112" 55'-1178" DIMENSIONS ARE FRAME TO FRAME 20'-1112" 53'-812"
18'-8" 3056 3056 BEAM NOTE: W12 x 30 STEEL BEAM -w/312" ADJ. STEEL COLUMNS -ATTACH TO FDN. WALL w/(2) 12" Ø EXPANSION BOLTS -SET & WELD T/COL. TO STEEL BEAM NOTE: SET T/GARAGE WINDOWS
@8'-0 1/4" ABV. T/FDN. WALL 16'-0"w. x 7'-0"h. OH GARAGE DOOR 9'-0" 1'-4" 16'-0" 1'-6" (2) 13 4" x 16" LVL's w/(2) JACK STUDS @EACH END THREE-CAR GARAGE 5 1 9 1 13'-412" 7'-6" 51'-412"
DIMENSIONS ARE FRAME TO FRAME 56'-812" DIMENSIONS ARE FRAME TO FRAME 14'-2" 20'-512" 8'-612'-5" 2" 2'-5" 4'-314'-31 4" 4" 3'-0" CANT. 3'-0" CANT. 3'-0" BREAKFAST 8'-11" CEILING HEIGHT
6050P TEMP 3'-1014" 3'-1014" B134 T26122LT ABOVE FRAMER'S NOTE: 9'-1078" WALL HEIGHT FRAMER'S NOTE: 8'-11" WALL HEIGHT FRAMER'S NOTE: 9'-1" WALL HEIGHT FRAMER'S NOTE: 8'-11" WALL HEIGHT
FLUSH BEAM NOTE: USE (2) 1 3 4" x 16" LVL's w/(5) 2x4 JACK STUDS @EA. END -CUT 2nd FLR WALL PANEL ABOVE DOWN TO 7'-878" -SEE DTL. 05/A5.0 19'-5" 1'-83 4" 1'-734" 2'-212" 2'-6" 5 1 2'-112"
2850 'NOVUS' # NDV4236I GAS DIRECT VENT FIREPLACE -RO: 42"w. x 35"h. -SEE DTL's. 1, 2, & 3b /FP1 3'-6" 4'-7" FRAMER'S NOTE: 7'-9" WALL HEIGHT @FIREPLACE WALLS 2'-0" CANT. 5021P-7SA/5050P
WINDOW HDR NOTE: USE DOUBLE 2x12 BAND BOARD AS HEADER w/SGL TOP PLATE & (2) J.S. @EACH SIDE -METAL HANGERS ON FLOOR JOISTS ABV 5021P-7SA ABOVE 1 1 5'-214'-7" 4'-7" 2" 1 1 FAMILY ROOM
WINDOW NOTE: SET T/5021P-7SA TRANSOM @9'-358" OFF T/SUBFLOOR SET T/3016P TRANSOMS @8'-858" OFF T/SUBFLOOR SET T/30/50/3050 WINDOWS @6'-758" OFF T/SUBFLOOR 2040 5 1 17'-712" 8'-3" B194
2'-8" CPT. HDWD WASHER DRYER 12'-0" 512" 2'-10" 9'-2" STUDY 3060 2'-6" 2'-6" FRENCH DOORS 4'-837'-83 4" 4" 2'-8" OPENING 3'-012" 5 1 1'-8" 20-MIN. 2'-8" 2'-8" VINYL LAUNDRY HARDWOOD
HALL 4'-412" 9'-3" 2'-0" 1'-3" 4'-8" 34" LINE OF 2nd FLOOR ABOVE NOTE: SET GARAGE WALL HEIGHT @10'-0 3/8" 8" ABV. T/FDN. WALL 3050 3050 1 1 1 1 4'-212" 7'-912" 7'-133'-6" 4" 5'-0" ARCHED
OPN'G SEE DTL. 05/A4.0 1 1 3'-438" 4'-9" PLUMBER'S NOTE! VENT MICRO. /HOOD TO EXTERIOR PLUMBER'S NOTE! PROVIDE GAS ROUGH IN FOR DRYER HARDWOOD HARDWOOD HARDWOOD VINYL HDWD CARRIAGE STYLE
CARRIAGE STYLE HARDWOOD 12'-0" 04 1 1 8 3 2 1 3 2 4 3 5 1 6 1 7 2 8 3 9 1 101 112 123 131 141 152 163 171 181 192 203 211 221 232 243 PLAN NOTES: DOOR and WINDOW ROUGH OPENING NOTES:
* 9'-1" 1st FLOOR PLATE HEIGHT /8'-1" 2nd FLOOR PLATE HEIGHT. * ASSUME THE FOLLOWING FOR ALL FRAME OPENINGS, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS: -FRAME ALL 1st FLOOR WINDOW
HEADERS AT 93 14" OFF SUBFLOOR -FRAME ALL 2nd FLOOR WINDOW HEADERS AT 81 14" OFF SUBFLOOR. -FRAME ALL 1st FLOOR EXTERIOR BEARING DOOR (w/12" TRANSOM) HEADERS AT 95 14" OFF SUBFLOOR FOR
FLOOR MATERIALS. -FRAME ALL EXTERIOR BEARING DOOR HEADERS AT 83 14" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME ALL INTERIOR BEARING DOOR HEADERS AT 82 34" OFF SUBFLOOR FOR FLOOR MATERIALS.
-FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS DOOR HEADERS AT 82 3 4" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS DOOR HEADERS AT
83 14" OFF SUBFLOOR FOR , AND FLOOR MATERIALS. -FRAME ALL OTHER 1st FLOOR ROOM OPENING HEADERS AT 93 14" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME BI-PASS DOOR WIDTHS TO DIMENSIONS LABLED.
-FRAME INTERIOR SINGLE SWING and DOUBLE SWING DOORS TO 2" WIDER THAN DOOR SIZE NOTED. -FRAME INTERIOR DOUBLE SWING DOORS w/T-ASTRAGAL TO 3" WIDER THAN TOTAL DOOR SIZE NOTED. LEGEND -STRUCTURAL
HEADERS and BEAMS: (1) 2x12 Header (2) 2x12 Header (2) 2x12 Header -w/12" Plywood Flitch (3) 2x12 Header (1) 2x10 Header (2) 2x10 Header (2) 2x10 Header -w/12" Plywood Flitch (3) 2x10
Header (1) 2x8 Header (2) 2x8 Header (2) 2x8 Header -w/12" Plywood Flitch (3) 2x8 Header (1) 13 4" x 1114" LVL Header (2) 13 4" x 1114" LVL Header (3) 13 4" x 1114" LVL Header (4) 13
4" x 1114" LVL Header (1) 13 4" x 914" LVL Header (2) 13 4" x 914" LVL Header (3) 13 4" x 914" LVL Header Header (4) 13 4" x 914" LVL Header (1) 13 4" x 714" LVL Header (2) 13 4" x 714"
LVL Header (3) 13 4" x 714" LVL Header (4) 13 4" x 714" LVL Header : Bold number identifies header type, small number in upper corner identifies # of jack studs on each side of header
/beam. -No. of jack studs will vary -refer to plan. No. of Jack Studs, ea. side Header Type AP SYMBOLS LEGEND: * ALL DIMENSIONS ARE FRAME TO FRAME UNLESS SPECIFICALLY NOTED OTHERWISE
ON THE PLANS. * ALL STUD WALLS TO BE 3 12" UNLESS NOTED OTHERWISE. -DENOTES SOLID BLOCKING TO BEARING -DENOTES 22" x 32" ATTIC ACCESS PANEL. HEADER & BEAM NOTE: NOTES SHEET FOR ALL MULTIPLE
2x HEADERS & MULTIPLE LVL BEAMS. & NAILING DIAGRAM ON GENERAL REFER TO STRUCTURAL NOTE # 02 03 05 04 REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C
FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET SUITE 400 INDIANAPOLIS, IN 46250 PH 317-348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES,
Inc. HOME TYPE: PLAN NO. EXTERIOR: ----8/22/2011 11:20 AM OBF-007 N/A KELLER F560 AC OVERBROOK FARMS HAMILTON COUNTY, OH 007 03-2011 TJE 2010 859.344.7006 7/11/11 C. VOELKER FOUNDERS
COLLECTION A3.0