HomeMy WebLinkAboutFinal Plans - Construction Set 6-26-19COVER
SHEET
CS 0.1
ARCHITECTURAL
A2.0
A2.1
A3.0
A1.2
Exterior Elevations
Exterior Elevations
Building & Stair Section
Roof Plan & Wall Section
SHEET INDEX
GENERAL
CS1.0 COVER SHEET
LOCATION MAP
A1.1 Upper Level Plan
A1.0 Lower Level Plan
Browning's Garage
Construction Drawings
Carmel, IN 46032
12650 Clay Center Rd
GENERAL NOTES
1. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE TAKEN TO FACE OF STUD,
FACE OF CONCRETE, FACE OF MASONRY, UNLESS NOTED AS CLEAR (CLR.). CLEAR
DIMENSIONS INDICATE FINISH SURFACE TO FINISH SURFACE SPANS BETWEEN WALLS.
2. PRELIMINARY SIZES OF STRUCTURAL ITEMS ARE REPRESENTED ONLY FOR THE SOLE
PURPOSE OF PROVIDING A GENERAL IDEA FOR THE SCOPE OF WORK. FINAL SIZES OF
STRUCTURAL ITEMS TO BE PROVIDED BY OTHERS.
3. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES, INCLUDING
STRUCTURAL FAILURES DUE TO DEFICIENCIES, OMISSIONS, OR ERRORS IN THE
DESIGN CONSTRUCTION DOCUMENTS.
4. THE COORDINATION OF ALL CIVIL, LANDSCAPE, MECHANICAL, ELECTRICAL AND
PLUMBING TO BE PROVIDED BY OTHERS.
5. THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT OF ANY CONDITIONS
THAT ARE IN CONFLICT WITH THE PROPOSED WORK OR ARE IN VARIANCE WITH THE
CONSTRUCTION DOCUMENTS, INCLUDING, CONFLICTS, DISCREPANCIES, AND
OMISSIONS PRIOR TO COMMENCEMENT OF WORK.
6. CONTRACTOR TO COORDINATE WITH GOVERNING AUTHORITIES, CONSTRUCTION
TRAFFIC ACCESS TO THE SITE AND DESIGNATE CONSTRUCTION ACCESS
THROUGHOUT THE BUILDING.
7. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF
ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, AND THE
MAJOR ARCHITECTURAL ELEMENTS. AS GRAPHIC DOCUMENTS. THE DRAWINGS DO
NOT INDICATE OR DESCRIBE THE WORK REQUIRED FOR THE FULL PERFORMANCE
AND COMPLETION OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL
SCOPE INDICATED OR DESCRIBED. THE CONTRACTORS SHALL STUDY THE DRAWINGS
AND THEIR GENERAL INFERENCE TO FURNISH THE ITEMS REQUIRED FOR THE
PROPER EXECUTION AND COMPLETION OF THE WORK.
OPENING SCHEDULE
1. ALL EXTERIOR DOORS TO BE INSULATED W/ INSULATED
GLAZING.
2. PROVIDE SAFETY GLAZING AS REQ. BY CODE.
3. ALL EGRESS WINDOWS TO MEET INTERNATIONAL
RESIDENTIAL CODE EGRESS REQUIREMENTS.
GENERAL OPENING NOTES:
AREAS
LOWER FLOOR NET AREAS
ROOM NAME AREA
GARAGE 2531
STORAGE /MECH 108
UPPER FLOOR NET AREAS
ROOM NAME AREA
FINISHED AREA 2498
TYPE SIZE COUNT
SWING - PR 2-6 X 6-8 1
SWING - PR 3-0 X 6-8 1
OVERHEAD - 8-0 X 10-0 3
SWING - 3-0 X 6-8 2
.OWER .EVE. DOORS
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
OVERHEAD - 10-0 X 7-0 1
7PPER .EVE. DOORS
7PPER .EVE. WINDOWS
CASEMENT - 2834 6
CASEMENT- 2830 5
A3.1 Wall Section
FIXED - 3954 1
11/12/19
Mike Sheeks
10'-0" 15'-0" 7'-4"9'-8"
49'-8"
UP
2 CAR GARAGE
12' GYP. CLG.
EPOXY FLR.
WASH BAY
12' CLG.
EPOXY FLR.
OFFICE
12' GYP CLG.
EPOXY
SLOPE
1/8:12
SLOPE
1/8:12
SLOPE1/16:1210/0 x 8/0 10/0 x 8/0 10/0 x 8/0
3
/
0
HW
SFPR 3/050'-10"4'-10" SLOPE1/16:12FURN
W D
UTILITY
12' CLG.
CONC.PR 2/645'-9 1/2"50'-7 1/2"4" MIN. REINF. CONC. SLAB W/ 6X6
WWF, OVER VAPOR RETARDER ON
4" COMPACTED STONE, OVER
UNDISTURBED SOIL BASE FIRST FLOORFRAMINGFIRST FLOORFRAMINGFIRST FLOORFRAMING8" 30'-5" 3 1/2"18'-5 1/2" 1'-0"8" 7'-0"
EQEQ EQEQ 2'-6 1/2" 3 1/2"3'-8 1/2"3'-4" 20'-10" 8'-0"3 1/2"6'-0" 4'-2"12'-10"
14 TR @ 11" EA.10'-10 3/4" 3'-4 3/4"3 1/2"1'-0"
5'-10"3 1/2"
ENGINEERED REINF. CONC
BUTTRESS AS REQ. FOR BACKFILL
SUPPORT
4" MIN. REINF. CONC. SLAB W/ 6X6
WWF, OVER VAPOR RETARDER ON
4" COMPACTED STONE, OVER
UNDISTURBED SOIL BASE4'-0"CLR8" 6'-3"
3 1/2"
4'-0"
3 1/2"
5'-10"
3'-3"3'-3 1/2"
UTILITY SINK
UTILITY SINK
8" CMU
STONE FACADE
TYP. @ FF
2X W/ 1-1/2" RIGID
INSULATION BRD. BETWEEN
3/0
COUNTER W/ UPPER
& BASE CABINETS
COUNTER W/ UPPER
& BASE CABINETS
STEP LEDGE W/ GRADE. MIN.
2'-0" HORZ. IN LENGTH.
PROVIDE BEAM POCKET OR
POST AT BEAM LOCATIONS
MOISTURE RESISTANT
FINISH, WALLS & CLNG.
TRENCH
DRAIN
TRENCH
DRAIN51'-4" OA51'-5" OA
STEEL BEAM
ABOVE
STEEL BEAM
ABOVE
HOSE BIBB
PLAN1 Lower Level
A1.0 1/4" = 1'-0"
LOWER LEVEL
PLAN
A1.0
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
2
A3.0
1
A3.0
1
A3.1
11/12/19
Mike Sheeks
10'-9" 15'-0" 15'-0" 10'-9"
51'-6"
DN
13'-7 3/4" 5'-8" 6'-8" 5'-8" 13'-1 3/4"1'-6"13'-7 3/4" 12'-4" 12'-4" 13'-1 3/4"10'-9" 15'-0" 15'-0" 10'-9"
2834 C 2834 C 2834 C2830 C 2830 C 2830 C2834 C 2834 C 2830 C2830 C 51'-5 1/2"2834 C
6'-8" STORAGE
SLOPED GYP.CLG.
WOOD FLR.SLOPE CLNG 3:12SLOPE CLNG3:1210/0 x 7/05'-6"6 TR @ 11" EA.4'-0"
CLR5 1/2" TYP4'-0"5 1/2"5'-0 1/2"5 1/2"
7'-11 1/2"
5 1/2" 9 1/2"9 1/2"CANTILEVERED DORMER
3954 F(ABOVE)HOSE BIBB
LINE OF
ROOF ABOVE
PLAN1 Upper Level
A1.1 1/4" = 1'-0"
UPPER LEVEL
PLAN
A1.1
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
2
A3.0
1
A3.0
1
A3.1
11/12/19
Mike Sheeks
SLOPE6:12SLOPE6:12RIDGE
WALL BELOW
2X WOOD SCISSOR
TRUSS, TYP.
2X LOOKOUTS
ASPHALT SHINGLES OVER 30#
FELT AND ICE & WATER SHIELD
ON 5/8" ROOF SHEATHING W/
CLIPS.
CANTILEVERED DORMER
CONT. VENTED RIDGE
2'-0"2'-0"
6'-0"
3'-4"
4'-0"
2'-0" 2'-0"6'-6"
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.5'-11 1/2" 1'-6"9'-6" 7'-1"PLAN1 Roof Level
A1.2 1/8" = 1'-0"
ROOF LEVEL PLAN
& WALL SECTION
A1.2
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
SECTION2Loft
A1.2 1/2" = 1'-0"
11/12/19
Mike Sheeks
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.
9'-6" PLATE HEIGHT
DIMENSIONAL SHINGLE
5/4 X 10 FASCIA BOARD
PREFINISHED GUTTER &
DOWNSPOUTS
BOARD & BATTEN SIDING
STONE MASONRY
BRICK ARCH
1X4 TRIM
OVERHEAD SECTIONAL
DOOR
5/4 X 6 W/ BEVELED TOP
EDGE
1 X 4 WINDOW TRIM
LINE OF GABLE DORMER
9'-6" PLATE HEIGHT
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.
12
6
5/4 X 10 FASCIA BOARD
PREFINISHED GUTTER &
DOWNSPOUTS
BOARD & BATTEN SIDING
STONE MASONRY
1X4 WINDOW TRIM
OVERHEAD SECTIONAL
DOOR 5/4 X 6 W/ BEVELED TOP
EDGE
GABLE END DORMER
5/4 X 10 DOOR
TRIM
1X8 TRIM BOARD
1X6 TRIM BOARD
DECORATIVE WOOD
BRACKET
DECORATIVE SHUTTERS
9'-6"13'-4 3/4" ELEVATION
1 NORTH
A2.0 3/16" = 1'-0"
EXTERIOR
ELEVATIONS
A2.0
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
ELEVATION
2 WEST
A2.0 3/16" = 1'-0"9'-6"13'-4 3/4" 6'-10"1'-2" +/-6'-10"1
A3.0
1
A3.0
11/12/19
Mike Sheeks
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.
9'-6" PLATE HEIGHT
DIMENSIONAL SHINGLE
5/4 X 10 FASCIA BOARD
PREFINISHED GUTTER &
DOWNSPOUTS
BOARD & BATTEN SIDING
STONE MASONRY
5/4 X 6 W/ BEVELED TOP
EDGE
LINE OF GABLE DORMER
9'-6" PLATE HEIGHT
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.
12
6
5/4 X 10 FASCIA BOARD
PREFINISHED GUTTER &
DOWNSPOUTS
BOARD & BATTEN SIDING
STONE MASONRY
1X4 WINDOW TRIM
5/4 X 6 W/ BEVELED TOP
EDGE
ELEVATION
1 SOUTH
A2.1 3/16" = 1'-0"
EXTERIOR
ELEVATIONS
A2.1
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
ELEVATION
2 EAST
A2.1 3/16" = 1'-0"9'-6"13'-4 3/4" 13'-4 3/4" 9'-6"6'-10"6'-10"11/12/19
Mike Sheeks
ELEV = 113'-4 3/4"
T.O. UPPER FLR.
ELEV = 100'-0"
T.O. LOWER FLR.12'-0"1'-4"9'-6"12
6
12
3 9'-1 5/8"(15) EQ. R3'-0"4'-3 1/8"(7) EQ. R13'-4 3/4"3'-0"11" TYP
ADHERED 3/4" T&G
PLYWOOD ON WOOD 'I'
JOIST
2X4 WOOD FRAMED
GUARDRAIL W/ 1X6 WOOD
CAP
WOOD 'I' JOIST HEADER
1 1/2" DIA. HANDRAIL
2X12 STRINGERS
WALL BEYOND
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2
6
2 6 2 4 2 4
2
4
2
4
2
4
2
8" CMU
GYPSUM BOARD
WOOD FURRING
8" CMU
4
6" CMU
OVERHEAD DOOR
ASSEMBLY
1X8 TRIM
OVERHEAD DOOR
ASSEMBLY
1X TRIM
1X TRIM
R-19 BATT INSULATION
FLUID APPLIED MOISTURE &
AIR BARRIER
MOISTURE & AIR BARRIER
WRAP
1 2" EXTERIOR SHEATHING STONE FACADE
CONT. SEALANT &
BACKER ROD
4"
GYPSUM BOARD
Section 1 Building Section
A3.0 3/16" = 1'-0"
BUILDING & STAIR
SECTION
A3.0
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
Section2Stair
A3.0 1/4" = 1'-0"
JAMB DETAIL 3 OVERHEAD DOOR
A3.0 1 1/2" = 1'-0"
11/12/19
Mike Sheeks
4" REINF. CONC. SLAB W/ CONT. 6 MIL.
VAPOR BARRIER OVER COMPACTED
AGGREGATE BASE
2X4 TREATED WOOD SOLE PLATE
TREATED 2X8 SILL PLATE W/ THERMAL
SILL SEALER
ENGINEERED WOOD FLR. JOIST SYSTEM
12" GYP.BRD. CEILING OVER FLOOR JOIST
(OPTIONAL 1X4 WOOD SLATS)
1/2" EXPANSION MATERIAL
4" PERIMETER DRAIN, INTERIOR &
EXTERIOR. TIE TO SUMP
REINF. CONC. FTG.
FILTER FABRIC
4" PERIMETER DRAIN
12" RIGID BRD. INSUL. BETWEEN
FURRING
2x6 WOOD FRAMING @ 16" O.C.
R-19 BATT INSUL.
ELEV = 113'-4 3/4"
T.O. FIRST FLR.
ELEV = 100'-0"
T.O. BASEMENT FLR.
1 2" GYP. BRD.
BOARD & BATTEN SIDING
1/2" EXTERIOR SHEATHING
12" GYPSUM BOARD
MIN. 3'-0" BELOW GRADE2" RIGID INSUL. BRD. W/
DRAINAGE GROOVES
CONT. DAMP PROOFING
4"
REINF. CONCRETE WALL
8"
STONE BASE
54 X 6 TRIM BRD. W/
SLOPED TOP EDGE
2X4 WOOD TOP PLATE
ADHERED 3/4" T&G PLYWOOD
CONT. VAPOR BARRIER
AIR BARRIER WRAP
WEEPS
FLEXIBLE FLASHING
R-38 BATT INSUL.
12" TREATED WOOD FURRING
2'-0"
5/8" OSB EXT. ROOF SHEATHING W/ CLIPS
ASPHALT SHINGLES OVER 30# FELT
ICE & WATER SHIELD
METAL DRIP EDGE
1x10 FASCIA BRD. CONT. SOFFIT VENT
1x6 FRIEZE BOARD2X WOOD SUB FASCIA
RAFTER BAFFLE
R-49 MIN. BATT OR
EQUIVALENT BLOWN-IN INSUL.
SCISSOR TRUSS
1 2" GYPSUM BOARD1x3 TRIM BRD.
1x3 TRIM BRD.
PREFINISHED GUTTER &
DOWNSPOUT ASSEMBLY
WALL SECTION
A3.1SECTION 1 Wal
A3.1 3/4" = 1'-0"
GENERAL NOTES
Browning's Garage
12650 Clay Center Rd.,
Carmel, IN 46032
Scale:
Issue Date:
Drawn:
Project: 1905
JUNE 26, 2019
AS NOTED
JEF
1. SEE COVER SHEET CS1.0 FOR
GENERAL NOTES.
Construction Drawings
11/12/19
Mike Sheeks