HomeMy WebLinkAboutA3.01 WALL SECTIONST.O. ROOF
927'-3-1 /8"
2X 12 ROOF RAFTERS
@ 16" O.C.
T.O. TOP PLATE
9191-11-5/8"
DOUBLE 2 X 6 HEADER
TREATED PLATE w/
PLATE SEAL
4" REINFORCED
CONCRETE SLAB
GARAGE FLOOR
910'-0" ,
COMPACTED
GRANULAR FILL
8" CAST IN PLACE
CONCRETE WALL
1 '-2"
DIMENSIONAL ASPHALT
SHINGLES OVER 15# FELT
1/2" OSB SHEATHING
ALUMINUM DRIP EDGE
5/4 (.91011) X 8 (7.21 ") LP SMART TRIM
RAKE BOARD - SMOOTH/PAINTED
(.375) 76 SERIES LP SOFFIT
RAKE BOARD - SMOOTH/PAINTED
WALL CONSTRUCTION
-4" EXPOSURE FIBER CEMENT
HARDIE SHINGLE SIDING/PAINTED
-1/2" ZIP SHEATHING
-2 X 4 STUDS @ 16" O.C.
WINDOW HEAD FLASHING,
TYPICAL
o FIXED WINDOW
co
LO
C9
12 DIMENSIONAL ASPHALT
SHINGLES OVER 15# FELT
5 ICE AND WATER SHIELD AT
LOWER 36"
1/2" OSB SHEATHING.
2X12 ROOF RAFTERS \ TREATED 2 X 4
@ 16" O.C. I ALUMINUM DRIP EDGE
T.O. TOP PLATE ALUMINUM GUTTER
5/4 X 10 (.921) LP SMART SIDE
919'-11-5/8" FASCIA - PAINTED
2 X 12 JOISTS 1" VENT CONTINUOUS
@ 16" O.C. VENT STRIP
WALL CONSTRUCTION
-4" EXPOSURE FIBER CEMENT
HARDIE SHINGLE SIDING/PAINTED
-1/2" ZIP SHEATHING
CD
-2 X 4 STUDS @ 16" O.C. TREATED PLATE w/
PLATE SEAL
4" REINFORCED —
TERMITE SHIELD CONCRETE SLAB
1/2" DIA. ANCHOR
BOLT AT 48" O.C. MIN. GARAGE FLOOR
OQ
4" MIN TOP SOIL 910'-0" ��
COMPACTED
o' .a GRANULAR FILL
O �
CD
8" CAST IN PLACE -
.a a BACKFILL SOIL
. . . . CONCRETE WALL
EXISTING SOIL
� •-• • •'I 71=71 71= MM
./ • ME�'n�'n�7I' GRAVEL FILL
�
PERFORATED PERIMETER
DRAIN WITH FILTER WRAP
I
M
(.375) 76 SERIES LP SOFFIT
RAKE BOARD - SMOOTH/PAINTED
WALL CONSTRUCTION
-4" EXPOSURE FIBER CEMENT
LAP SIDING - SMOOTH/PAINTED
-1/2" ZIP SHEATHING
-2 X 4 STUDS @ 16" O.C.
TERMITE SHIELD
1/2" DIA. ANCHOR
BOLT AT 48" O.C. MIN.
4" MIN TOP SOIL
SOUTH WALL - TOWARD EAST EAST WALL - TOWARD NORTH
WALL SECTION WALL SECTION
A3.01 1 /2" =1 '-0"
GARAGE
OQ FLOOR
910'-0"
A3.01 1 /2"=1-0"
BACKFILL SOIL
EXISTING SOIL
GRAVEL FILL
PERFORATED PERIMETER
DRAIN WITH FILTER WRAP
GENERAL NOTES
1. DO NOT SCALE DRAWINGS.
2. ALL DIMENSIONS ARE TAKEN TO FACE OF
STUD, FACE OF CONCRETE, FACE OF MASONRY,
FACE OF EXISTING FINISHES, OR FROM CENTER
LINE OF EXISTING COLUMNS UNLESS NOTED AS
CLEAR (CLR.). CLEAR DIMENSION INDICATE
FINISH SURFACE TO FINISH SURFACE SPANS
BETWEEN WALLS OR FROM FINISH SURFACE OF
WALL TO LATCH/HINGE OF ADJACENT DOOR.
3. CONTRACTOR SHALL VERIFY THE EXISTING
CONDITIONS AND PROMPTLY NOTIFY THE OWNER
AND THE ARCHITECT OF ANY CONDITIONS THAT
ARE IN CONFLICT WITH THE PROPOSED WORK
OR ARE IN VARIANCE WITH THE CONSTRUCTION
DOCUMENTS.
4. CONTRACTOR SHALL PROTECT EXISTING
MATERIALS COMPONENTS, AND FEATURES
DESIGNATED TO REMAIN, BE SALVAGED, AND/OR
REUSED.
5. CONTRACTOR SHALL COORDINATE WITH THE
OWNER AND OTHER GOVERNING AUTHORITIES
CONSTRUCTION TRAFFIC ACCESS TO THE SITE
AND DESIGNATE CONSTRUCTION ACCESS
THROUGHOUT THE BUILDING.
6. 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
CONTRACTOR SHALL STUDY THE DRAWINGS AND
THEIR GENERAL INFERENCE TO FURNISH THE
ITEMS REQUIRED FOR THE PROPER EXECUTION
AND COMPLETION OF THE WORK.
7. ALL WORK IS TO BE DONE IN ACCORDANCE
WITH THE INDIANA RESIDENTIAL CODE 2020
EDITION (INTERNATIONAL RESIDENTIAL CODE
2018 EDITION).
MILLER
STUDIO
CERTIFICATION
NOT FOR
CONSTRUCTION
DRAWINGS FOR VARIANCE
NEW ACCESSORY BLDG
13835 Towne Rd.
Carmel, IN 46074
Project No.:
Drawn By:
J Miller
Checked By:
Scale:
See Drawing
Issue Date:
02.27.2023
Revision # -
Date of Issue:
3 ALT. FOUNDATION DETAIL
A3.01 1 /2" = -0"
WALL SECTIONS
A 3mOl