HomeMy WebLinkAboutA 202 (100520)MAIN FLOOR
GARAGE FLOOR
MAIN FLOOR CLG
LOWER FLOOR
APPROX GRADE
MAIN FLOOR
UPPER FLOOR
UPPER FLOOR CLG
LOWER FLOOR
APPROX GRADE
MAIN FLOOR
UPPER FLOOR
UPPER FLOOR CLG
MAIN FLOOR CLG
LOWER FLOOR
APPROX GRADE
MAIN FLOOR
UPPER FLOOR
UPPER FLOOR CLG
MAIN FLOOR CLG
FIBERGLASS INSECT
SCREENING
IN WOOD FRAMING
"HARDIPLANK"
LAP SIDING
"HARDIPLANK"
LAP SIDING
METAL CLAD WOOD
CASEMENT WINDOWS
W/ INSUL LOW E GLASS
METAL CLAD WOOD
CASEMENT WINDOWS
W/ INSUL LOW E GLASS
ARCHITECTURAL
SHINGLES
ARCHITECTURAL
SHINGLES
ARCHITECTURAL
SHINGLES
ARCHITECTURAL
SHINGLES
"HARDIPLANK"
LAP SIDING
"HARDIPLANK"
LAP SIDING
"HARDIPLANK"
LAP SIDING
METAL CLAD WOOD
CASEMENT WINDOWS
W/ INSUL LOW E GLASS
"HARDIPLANK"
LAP SIDING
"HARDIPANEL" BOARD
AND BATTEN SIDING MIN2'-0"MIN 2'-6"MIN 2'-6"A202
sheet
scale
issue date
checked
no.
revisions
date
PROPOSED
EXTERIOR
ELEVATIONS/
SECTIONS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, IS THE PROPERTY OF LARRY N.
KEITH/ARCHITECT AND IS NOT TO BE USED, IN WHOLE OR
IN PART, FOR ANY OTHER PROJECT,WITHOUT THE
WRITTEN AUTHORIZATION OF LARRY N. KEITH/ARCHITECT.
ALL RIGHTS RESERVED.
1
for
09/17/2020
PROPOSED NORTH
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED SECTION/EXTERIOR
ELEVATION-LOOKING NORTH
SCALE: 1/4" = 1'-0"
PROPOSED SECTION/EXTERIOR
ELEVATION-LOOKING SOUTH
SCALE: 1/4" = 1'-0"
LARRY N. KEITH
INDIANA REG ARCHITECT N0. AR00033860
EXP DATE: 12/31/2021
Larry N. Keith
GENERAL NOTES:
A. ALL DIMENSIONS TO THE FACE OF STUD, CENTERLINE OF
COLUMN, OR FACE OF EXISTING SURFACE UNLESS NOTED
OTHERWISE.
B. WHERE NEW CONSTRUCTION ABUTS EXISTING THE FINISH FACES
ARE TO ALIGN.
C.
NOTES THIS DRAWING:
1....ASPHALT/FIBERGLASS SHINGLES ON 15# ROOF FELT.
MATCH EXISTING IN STYLE AND COLOR
2....1/2" CDX ROOF SHEATHING
3....2 X 10 ROOF RAFTERS @ 16" O.C..........AT EXISTING 2 X 6 ROOF
RAFTERS TO REMAIN, SISTER 2 X 10 OVER EXISTING 2 X 6
RAFTERS AND NAIL TOGETHER
4....R 49 FIBERGLASS ATTIC INSULATION
5....1 X 6 BEAD BOARD CEILING ON RAFTERS
6....1 X WOOD GUTTER BOARD-PAINT TO MATCH EXISTING
7....PREFINISHED METAL GUTTER
8....WOOD FLOOR JOISTS....SEE FOUNDATION PLAN
9....2 X 8 TREATED SILL PLATE, 1/2" DIA ANCHOR BOLTS
@ 4'-0" O.C., WITH METAL TERMITE SHIELD
10..LAMINATED WOOD BEAM
11..PERFORATED SOFFIT-MATCH EXISTING IN MATERIAL & FINISH
12..ANCHOR LEDGAER BOARD TO BAND BOARD W/ 12" THROUGH
BOLTS @ 24" O.C.
13..TREATED 2- 2 X 10 HEADER
14..1 x WOOD TRIM-PAINT TO MATCH EXISTING.
15..GRADE
16...SEVERE WEATHER TREATED 4 X 4 POST TO FOOTING; FILL
POST HOLE WITH GRAVEL TO WITHIN 6" OF GRADE, EARTH
FILL TO GRADE
17..4 X 4 TREATED WOOD POSTS, WRAP W/ 1 X WOOD TRIM
18..R-20 BATT INSULATION
19..3/4" T & G PLYWOOD FLOOR SHEATHING
20..2 X 10 RIM BOARD
21..2 X 4 @ 16" O.C. W/ 1/2" DRYWALL; CAVITY FILLED W/ R-21 BATT
INSULATION
22..8" CONCRETE BLOCK FOUNDATION WALL - FILL CORES WITH
GROUT FULL HEIGHT.
23..4" SAND FILL OVER 8 MIL POLY VAPOR BARRIER
24..EXISTING FOOTING/FOUNDATION
25..24" X 12" CONT CONCRETE FOOTING W/ 2- # 5 BARS
26..2 X 4 PLATE
27..2 - 2 X 4 PLATES
28..1/2" DRYWALL
2 34
3
3
310
3
3
3
3
4
4
4
4
4
5
5
5
5
6
6
6
7
7
7
7
29..PROVIDE SIMPSON HURRICANE CLIPS @ EACH TRUSS AND
ROOF RAFTER
30..18" DIA CONC FOOTING
31..1 X 6 WOOD DECKING
32..FIBERGLASS INSECT SCREENING IN ANODIZED ALUMINUM
FRAMING
33..EXISTING ROOF
34...PF METAL ROOFING ON SELF ADHERING RUBBER MEMBRANE
(ICE SHIELD).
35...REMOVE EXISTING CEILING JOISTS AND RAFTER TIES. SHORE
ROOF UNTIL NEW ROOF FRAMING COMPLETE AND
INSPECTED.
36..2" THICK RIGID FOAM FOUNDATION INSULATION, ANCHOR TO
BLOCK FOUNDATION WALL
37..ADHERED SIMULATED STONE VENEER ON 12" CEMENT BOARD
ON 2 X 4 WOOD FRAMING @ 16" O.C.
35
NOTES THIS DRAWING (CONT'D) :
8 8
88
9 9 9 9
11
11
11
11
13
15
15
15
15
15
17
17
18 18
19
19
20
20
21 21
22 22 22
22
22 22
23
23
23
25 25 25
25 25
25
27
27
10
10
10
29
29
29
30
31
30
31
32
33
33
2 34
2 34234
35
28
28
28
28
28
1212
16
16
24
24
24
24
24
24
24
36 36
37
37
37
11/02/20