HomeMy WebLinkAboutCOURTYARD ALSTON A3-04ELEVATION CGEN. N
1. DO NOT SCALE DRAWINGS.
131'-4 1/4"
131'-4 1/4"
2. REFER TO FLOOR PLANS FOR ALL WALL ASSEMBLY DESIGNATIONS AND LOCATIONS
OIL
TOP OF ROOF
TOP OF ROOF
OF TYPICAL WALL SECTIONS.
3. MEP PENETRATIONS ARE NOT SHOWN. SEE MEP DRAWINGS FOR ACTUAL
LOCATIONS AND TYPES.
19
4. ALL MASONRY COURSING SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE.
1
5. SEE KEYNOTES FOR MASONRY TYPES.
28
!
6. ALL COLORS TO BE SELECTED AND APPROVED BY ARCHITECT FROM
MANUFACTURER'S STANDARDS.
7
4
7, ALL NON-PREFINISHED EXTERIOR ITEMS SHALL BE PAINTED WITH ONE COAT OF
40
24
TINTED PRIMER AND ONE COAT OF FINISH PAINT.
8
4
8. ALL BATTENS SHALL BE 3/4" X 2 1/2" SMOOTH HARDIETRIM BATTEN BOARDS.
INSTALL BATTENS AT HARDIEPANEL AROUND ENTIRE PERIMETER AND OVER ALL
OgL
120'-0 3/4"
7
120'-0 3/4"
JOINTS. CAULK AROUND ALL EDGES.
OL
BAY ROOF BEARING
119'-6 3/4"
BAY ROOF BEARING
119'-6 3/4"
9. PAINT ALL NON-PREFINISHED MECHANICAL PENETRATIONS TO MATCH ADJACENT
SURFACE.
TRUSS BEARING
--
TRUSS BEARING
10. INSTALL PREFINISHED METAL DRIP EDGE ABOVE ALL HORIZONTAL TRIM BOARDS,
------
INCLUDING AT HEADS OF DOORS AND WINDOWS. DO NOT CAULK ABOVE.
11. AT PAINTED BRICK, HAND ROLL PRIMER WITH 3/4" NAP ROLLER. SPRAY ON TWO
OL
117'-11 3/4"
40 :14
117'-11 3/4"
COATS OF FINISHED PAINT, FLAT FINISH.
T.O. WINDOW
=
17
T.O. WINDOW
12. DOWNSPOUTS MAY NOT BE SHOWN. SEE ROOF PLANS FOR LOCATIONS.
35
6
13. CAULK ALL JOINTS. UNPAINTED CAULK SHALL BE PREFINISHED TO MATCH ADJACENT
MATERIALS.
29
14. ALL SIDING AND TRIM SHALL BE SMOOTH. NO TEXTURED SIDING OR TRIM ALLOWED
1
UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS.
8
18
INDICATES SAFETY GLAZING.
OL
110'-5 3/4"
15
7
----------------------------
36
110-5 3/4„
SECOND FLOOR
---
SECOND FLOOR
ELEVATION ' 1�1
OL
109'-1"
15
109'-1"
TRUSS BEARING
TRUSS BEARING
O 8.25" FIBER CEMENT COMPOSITE LAP SIDING, SMOOTH FINISH.
OL
108'-1 °
GARAGE BEARING
4
35
107'-6"
T.O. WINDOW
O 6.25" FIBER CEMENT COMPOSITE LAP SIDING, SMOOTH FINISH.
O3 OVERHEAD DOOR, PAINT.
40
35
39
0 3.5"x4/4 FIBER CEMENT TRIM AT WALL CORNERS AND EDGES OF LAP SIDING,
SMOOTH FINISH. CAULK ALL EDGES.
0 9.25"x4/4 SMOOTH FIBER CEMENT COMPOSITE FASCIA.
�
10
O VINYL WINDOW, TYPICAL.
14
3
'
----� ----
—
O7 PREFINISHED ALUMINUM GUTTERS AND DOWNSPOUTS, MATCH FASCIA COLOR. NOT
�
ALL MAY BE SHOWN, SEE ROOF PLANS FOR LOCATIONS.
OIL
100'-0'
FIRST FLOOR
-
- -
100'-0°
FIRST FLOOR
® DIMENSIONAL ARCHITECTURAL SHINGLES.
99'-4"
_
99'-4°
O9 LIGHT FIXTURE. SEE ELECTRIC DRAWINGS.
GRADE
9 35 36
37 6
9 20 14
GRADE
10 ENTRY DOOR, PAINT.
11 WOOD -FRAMED PORCH WITH COMPOSITE DECK BOARDS AND RAILING.
PORCH: 30 SQ.FT.
12 WOOD -FRAMED ROOF AND POSTS WRAPPED IN FIBER CEMENT TRIM WITH SMOOTH
FINISH.
41
13 STOP FLAT SOFFIT FLUSH WITH FACE OF WALL AND ONLY EXTEND SLOPED GABLE
FRAMING BEYOND THAT POINT.
®ELEVATI
309 S. E. BRICK
FHRRONT
PO
ELEVATOI N
14 CONCRETE STOOP/PORCH/PATIO.
4
��
506 S.E. SOLID EXT. WALL_
= 61 % MASONRY m
15 METAL WRAPPED CANOPY WITH TIE -RODS AND BRACKETS, BLACK COLOR. PAINT ALL
O
1/4„ ®-11 �ll
D
1/4if � -01�NON-PREFINISHED
OPTION E
I .OPTIF=NI
16 TPO ROOF, SEE ROOF PLAN FOR MORE INFORMATION.
17 7.25"x4/4 FIBER CEMENT TRIM AT TOP OF OPENING, SMOOTH FINISH. CAULK ALL
EDGES.
18 PREFINISHED METAL FLASHING OVER 7.25"x4/4 FIBER CEMENT BAND BOARD,
131'-4 1/4"
131'-4 1/4" �
SMOOTH FINISH, CAULK ALL EDGES.
OIL
TOP OF ROOF
TOP OF ROOF
19 DECORATIVE GABLE VENT, 12"x24", COLOR TO MATCH TRIM COLOR.
BASIS -OF -DESIGN: FYPON "LV12x24" OR EQUAL.
20 6" TALL METAL ADDRESS NUMBERS STUD MOUNTED TO EXTERIOR CLADDING. FONT
19
AND METAL FINISH TO BE SELECTED BY OWNER. SEE CIVIL DRAWINGS FOR CORRECT
ADDRESSES.
1
21 5.5"x4/4 FIBER CEMENT TRIM AT WALL CORNERS AND EDGES OF LAP SIDING,
28
SMOOTH FINISH, CAULK ALL EDGES.
7
22 9.25"x4/4 FIBER CEMENT TRIM, SMOOTH FINISH.
40
4
23 HARDIEPANEL WITH 2.5" BATTENS, SMOOTH FINISH.
8
4
24
24 7.25"x4/4 SMOOTH FIBER CEMENT COMPOSITE FASCIA..
7
25 11.25"x4/4 FIBER CEMENT TRIM, SMOOTH FINISH, RIP IF REQUIRED.
26 PREFINISHED METAL COPING.
BAY ROOF BEARING
7
BAY ROOF BEARING
OL 119'-6 3/4"
119'-6 3/4"
27 PREFINISHED ALUMINUM SCUPPER AND DOWNSPOUT.
TRUSS BEARING
TRUSS BEARING
28 PREFINISHED STANDING SEAM METAL ROOF.
40TTTT11
29 2.5"x4/4 FIBER CEMENT TRIM AT PERIMETER OF OPENING, SMOOTH FINISH.
OIL 117'-11 3/4"
35
TTT11
11
4
117'-11 3/4°
CAULK ALL EDGES.
30 PREFINISHED METAL FLASHING OVER 5.5"x4/4 FIBER CEMENT BAND BOARD, SMOOTH
T.O. WINDOW
T.O. WINDOW
17
FINISH. CAULK ALL EDGES.
6ji
31 3.5" COLUMN CAP AND BASE TRIM.
1
29
32 FIBER CEMENT BEAM WRAP, SMOOTH FINISH.
4
8
1
33 CONTROL JOINT IN COLOR TO MATCH GROUT, FROM BOTTOM TO TOP OF
24
18
MASONRY.
OL 110'-5 3/4"
7
- "
7
28
110'-5 3/4"
34 PREFINISHED ALUMINUM ATTIC VENT.
SECOND FLOOR
SECOND FLOOR
35 BRICK VENEER
OL 109'-1"
7
109'-1"
36 BRICK SOLDIER COURSE, EXTENDED 1".
TRUSS BEARING
32
TRUSS BEARING
37 BRICK ROWLOCK SILL WITH SLOPED TOP.
108'-1"
�
107'-6
T.O. WINDOW
38 PREFINISHED METAL FLASHING OVER TOP OF MASONRY, WITH DRIP EDGE.
GARAGE BEARING
32
4
40
39 SMOOTH HARDIEPANEL OR FULL WIDTH HARDIETRIM WITH 2.5" BATTENS AROUND
OPENINGS AND PERIMETER.
12
35
12
40 BRICK SOLDIER COURSE.
39
41 REINFORCED CONCRETE RETAINING WALL WITH BRICK VENEER AND 4" STONE CAP.
0
10
3
14
OIL 100'-0"
100'-0„
FIRST FLOOR
-
- -
FIRST FLOOR
OL 99'-4"
99'-4"
GRADE
9 35 36
37 6
9 20 14
GRADE
PORCH: 100 SQ.FT.
'
0 21 41
1' l
RIGHT
ELEVATI
309 S.E. BRICK
ONT
P � ' -
ELEVATIC N2
AN
= 61 � MASONRYFR
_
506 S.E. SOLID EXT. WALL
®��® rr
OPTION C
if - r' 1111
1/� - I
- TION C
0
R077 1Rnn j COLLIER
A RCH I-ECTS
155 EAST MARKET STREET
SECOND FLOOR, SUITE 200
INDIANAPOLIS, INDIANA 46204
T 317.721.2724
ROTTMANNCOLLIER.COM
�� , QzYG'N QeRO 9'f. -
9600173 =
�C STATE OF
"r,� �' !ND1 ANC`•;` ,�,:
qRC TEG
SCOPE DOCUMENT
THESE DOCUMENTS INDICATE THE GENERAL
SCOPE OF THE PROJECT IN TERMS OF
ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS
OF THE BUILDING, MAJOR ARCHITECTURAL
ELEMENTS AND TYPE OF STRUCTURAL,
MECHANICAL AND ELECTRICAL SYSTEMS. THE
DRAWINGS DO NOT NECESSARILY INDICATE OR
DESCRIBE ALL WORK REQUIRED FOR FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT. ON THE
BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, TRADE CONTRACTOR SHALL
FURNISH ALL ITEMS REQUIRED FOR PROPER
EXECUTION AND COMPLETION OF THE WORK
oiv�nc TM
W
u
Li
IuIIIIiIII�w��Hmol1 0
��'i10:Iumr,HwmuIIJ���I�l
_j
�II� �q�llrlruill
L
REVISIONS
06-13-2022 CARMEL ADLS
09-06-2022 PLAN COMMISSION APPROVAL
10-01-2022 OWNER REVIEW SET
11-21-2022 CONSTRUCTION SET
03-29-2023 PLAN COMMISSION APPROVAL
05-13-2023 OWNER UPDATES
06-30-2023 OWNER UPDATES
09-08-2023 OWNER UPDATES
OPTION
FRONT PORCH
EXTERIOR
ELEVATIONS
PROJECT NO 15188-019
DATE 06-13-2022
SHEET