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2
(2) 1 3/4" X 9 1/4" LVL BEAMS
O.H. DOOR
CARDBOARD
INSULATION STOP
MTL HURRICANE
STRAP ON EACH
TRUSS
5/8" ZIP BOARD AND
TAPE SYSTEM ROOF
SHEATHING
SYNTHETIC
UNDERLAYMENT
R-49 BLOWN-IN INSULATION
FOAM AIR BAFFLE
ASPHALT SHINGLE
EXTRUDED ALUM
GUTTER
ALUM DRIP EDGE
TRUSS @ 24" O.C.
TREATED 2X6
FASCIA
2X4 LOOKOUTS @
16" O.C.
VENTED SOFFIT -
MATCH EXISTING
LP SIDING
1/2" ZIP BOARD
AND TAPE
SYSTEM WALL
SHEATHING
2X4 DBL TOP PLATE
5/8" GYP. BD. ON CLG
1/2" GYP. BD.
1/2" DIA., 16" LONG MIN. GALV.
BENT LEG ANCHOR BOLT
2X8 TREATED SILL PLATE
LAYER OF FOAM SILL
SEAL INSULATION
8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A MIN.
OF TWO BOLTS PER WALL PLATE SECTION
WITH ONE BOLT LOCATED NOT MORE
THAN 12" FROM END OF THE PLATE.
ANCHOR BOLTS SHALL BE 1/2" DIA. X 16"
LONG "BENT-LEG" TYPE -GALVANIZED. 6'
CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX.
CONTRACTOR'S OPTION TO SUBSTITUTE
CMU WALL WITH POURED CONCRETE
CONTINUOUS 24"W X 12"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
GROUT CELLS SOLID WHERE
ANCHOR BOLTS ARE PRESENT
SILL SEAL FOAM
INSULATION LAYER
TREATED 2X8 SILL
PLATE
4" DEEP PEA GRAVEL OR
COMPACTED DENSE GRADE
AGGREGATE
10 MIL. PLASTIC
MOISTURE BARRIER
GARAGE SLAB SHALL SLOPE
TOWARDS GARAGE DOORS
(1% MAX. SLOPE). 4" THICK
POURED CONC.; 4,000 PSI
OVER 4" PEA GRAVEL OR
GRANULAR COMPACTED
BASE AND 10 MIL MOISTURE
BARRIER. CONCRETE SHALL
BE REINFORCED WITH 6X6
10/10 W.W.F..
2" THICK RIGID INSULATION
2X4 WALL STUDS
@ 16" O.C.
1" SPRAY FOAM INSULATION
R-13 BATT INSULATION
1/2" EXPANSION
JOINT MATERIAL9' - 3"30" MIN BELOW GRADE2' - 6"MATCH EXISTING
11"
MAIN FLOOR PLAN
0' - 0"
CARDBOARD
INSULATION STOP
MTL HURRICANE
STRAP ON EACH
RAFTER
5/8" ZIP BOARD AND
TAPE SYSTEM ROOF
SHEATHING
SYNTHETIC
UNDERLAYMENT
2X4 DBL TOP PLATE
5/8" GYP. BD. ON CLG
R-49 BLOWN-IN
INSULATION
FOAM AIR BAFFLE
ASPHALT SHINGLE
EXTRUDED ALUM
GUTTER
ALUM DRIP EDGE
TREATED 2X6
FASCIA
2X4 LOOKOUTS @
16" O.C.
VENTED SOFFIT -
MATCH EXISTING
ROOF TRUSS @ 24" O.C.
LP SIDING
1/2" ZIP BOARD
AND TAPE
SYSTEM WALL
SHEATHING
1" SPRAY FOAM INSULATION
R-13 BATT INSULATION
1/2" GYP. BD.
WALL BASE SHALL
MATCH EXISTING
2X4 WALL STUDS
@ 16" O.C.8' - 0 1/2"1/2" DIA., 16" LONG MIN. GALV.
BENT LEG ANCHOR BOLT
2X4 TREATED SILL PLATE
LAYER OF FOAM SILL
SEAL INSULATION
2" RIGID INSULATION
8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A MIN.
OF TWO BOLTS PER WALL PLATE SECTION
WITH ONE BOLT LOCATED NOT MORE
THAN 12" FROM END OF THE PLATE.
ANCHOR BOLTS SHALL BE 1/2" DIA. X 16"
LONG "BENT-LEG" TYPE -GALVANIZED. 6'
CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX.
CONTRACTOR'S OPTION TO SUBSTITUTE
CMU WALL WITH POURED CONCRETE
CONTINUOUS 24"W X 12"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
GROUT CELLS SOLID
WHERE ANCHOR BOLTS
ARE PRESENT
10 MIL PLASTIC
MOISTURE BARRIER MATCH EXISTING+- 7' - 8"ALUM BREAK MTL
WRAP
MATCH EXISTING
11"
Scale
Date
Drawn By
Checked By
Project Number
MEDLEY CREATIONS, INC.
CARMEL, IN 46032
40 PINE VALLEY DR
ARCHITECTURAL
ARCHITECTURAL DESIGN STUDIO
5761 RAVINE RD. INDPLS., IN 46220
(317) 694-3359 c (317) 731-5760 f
medleycreations@comcast.net
www.medleycreationsinc.com
M
ARCHITECT'S SEAL
RANDY GILLASPIE
NEW LIVING AREA
FLOOR PLAN WITH OWNER'S REQUESTED REVISIONS 4-26-2021
As indicated
A4
KOJ
KOJ
5-25-2021
0321-0100
SECTION DETAILS
1/2" = 1'-0"1 BUILDING SECTION
3/4" = 1'-0"2 WALL SECTION THRU GARAGE SLAB
3/4" = 1'-0"3 WALL SECTION TRU CRAWL SPACE
No. Description Date
06/28/21