HomeMy WebLinkAbout1380 Rest Point Road - Building Plans: ResidentialScale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
12" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
3
:
5
3
A
M
A01
Cover Page
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
PLAN INFORMATION CODE INFORMATION Sheet List
Sheet
Number Sheet Name
A02 Elevations
A03 Foundation / Basement
A04 Main Level
A05 Upper Level
A06 Roof Plan
A07 House Section
A08 Garage & Front Porch Section
E1 Basement
E2 Main Level
E3 Upper Level
A09 Section & Radon
A10 Bracing Notes
A01 Cover Page
A11 Bracing Plans
Area Schedule
Area Level Name
1896 SF Second Floor Upper Level
1231 SF Basement Floor Finished Basement
1624 SF First Floor Main Level
820 SF First Floor Garage
176 SF First Floor Porch
484 SF First Floor Deck
76 SF Basement Floor Stairs
143 SF Basement Floor Mech Room
FRAMING NOTES:
-ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C. WITH
A DOUBLE TOP PLATE UNLESS OTHERWISE
NOTED.
-WALL FRAMING SHALL BE S.P.F. STUD GRADE OR
BETTER UNLESS NOTED OTHERWISE (U.N.O.)
-ALL HEADERS SHALL BE (2) -2X10 U.N.O.
-EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL
CONSISTING OF ORIENTED STRAND BOARD (OSB).
-ALL FLOOR AND CEILING SYSTEMS TO CHECKED
AND DESIGNED BY THE DESIGNATED
MANUFACTURER. TRUSS PLANS TO BE ON SITE @
TIME OF FRAMING
-PRESSURE TREATED WOOD IS TO BE USED
WHERE WOOD IS IN CONTACT WITH CONCRETE
AND AT 2X8 MUD SILL. TREATED MEMBERS TO BE
S.Y.P. #2 OR BETTER.
-FOR OPENINGS IN EXTERIOR WALLS (OR WALLS
WITH LATERAL LOADING:
a) 0'-0" -4'-0" = 1 JACK STUD
b) 4'-0" -8'-0" = 2 JACK STUDS
c) 8'-0" -12'-0" = 3 JACK STUDS
d) GREATER THEN 12' = CONSULT ENGINEER.
-POSTS CALLED OUT ARE NUMBER OF KING
STUDS REQUIRED PER SIDE OF OPENING.
CONCRETE NOTES:
-ALL CONCRETE FOOTINGS AND FOUNDATION
SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL
-FOUNDATION WALLS SHALL BE FULL HEIGHT AT
UNBALANCED FILL GREATER THEN 3'-4"
-1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 4'
O.C. MAX. 12" MIN. FROM EACH END. MINIMUM OF 2
BOLTS IN EACH SILL PLATE
-PAD FOOTINGS REINFORCEMENT IS TO BE
LOCATED 3" FROM BOTTOM OF FOOTING TYP.
(WHEN REQUIRED)
-CONTRACTOR IS RESPONSIBLE FOR ALL STEEL
REBAR SIZING PER STATE AND LOCAL BUILDING
CODES
-MIN. 5000 PSI CONCRETE @ ALL FOOTINGS
INSULATION:
-ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF
R-20
-ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING
OF R-49
-ALL FLOOR SPACES OVER UNCONDITIONED SPACE
OR CANTILEVERED ARE TO HAVE A MINIMUM RATING
OF R-30
SHEETROCK:
-ALL CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM
BOARD U.N.O.
-ALL WALLS ARE TO HAVE 1/2" GYPSUM BOARD U.N.O.
-GARAGE CEILING AND WALLS THAT ADJOIN HOUSE
WALLS ARE TO BE 5/8" TYPE "X" GYPSUM BOARD
U.N.O.
-ALL EXTERIOR WALLS OF GARAGE AND HOUSE THAT
ARE WITHIN 5' SETBACK TO HAVE 5/8" TYPE "X"
EXTERIOR GRADE GYPSUM BOARD ON EXTERIOR
SIDE OF WALL AND 5/8" TYPE "X" ON INTERNAL SIDE
OF WALL.
DOORS AND WINDOWS:
ALL WINDOWS AND DOORS TO NE DOUBLE GLASS
PANELS WITH LOW-E RATINGS.
-ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE
TEMPERED
-ANY WINDOW ABOVE A TUB MUST BE TEMPERED
-ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED
-WINDOW GLAZING MUST BE AT LEAST 18" ABOVE
FINISHED FLOOR WHEN WINDOW IS ABOVE 6' FROM
GRADE.
-ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT
HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN.
DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL
HEIGHT NOT TO BE GREATER THEN 44" ABOVE FINISHED
FLOOR.
-WINDOWS WITH SILLS WITHIN 3' OF THE FLOOR THEY
SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A
FALL PREVENTION OR OPENING LIMITER DEVICE PER
CODE.
MECHANICAL & ELECTRICAL:
-ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO
BE VERIFIED AND INSTALLED PER CODE BY
APPROVED TRADES AND INSTALLERS.
PLAN INFORMATION CODE INFORMATION
SOIL TYPE:
DESIGNED WITH 2000 PSF SOILS, ALL
FOUNDATION CONSTRUCTION MUST FACTOR IN
THIS AT MINIMUM
GENERAL NOTES:
-ALL FOUNDATION WALL STRUCTURAL INFORMATION
USED TO CONSTRUCT THE FOUNDATION SYSTEM IS
TO BE ON SITE WHEN POURING OR BUILDING WALLS.
-ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE
TO BE BUILT PER I-LEVEL SPECIFICATIONS.
-ALL MANUFACTURED FLOORS & ROOF TRUSSES ARE
TO BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS.
-ALL MANUFACTURED FLOOR & ROOF TRUSS
SPECIFICATIONS ARE TO BE ON SITE DURING
INSTALLATION.
WINDOW AND EXTERIOR DOOR U-
FACTOR TO BE 0.30 OR BETTER
GLASS SOLAR HEAT GAIN COEFFICIENT
(SHGC) TO BE 0.28 OR BETTER
WINDOW FALL PREVENTION DEVICES
AND WINDOW GUARDS SHALL
COMPLY WITH THE REQUIREMENTS
OF ASTM F 2090
CODE INFORMATION:
SINGLE FAMILY CONSTRUCTION TYPE V-B
-2020 MINNESOTA STATE RESIDENTIAL CODE
-2020 NATIONAL ELECTRICAL CODE
-2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE
-2020 MINNESOTA STATE FIRE CODE
-2020 MINNESOTA PLUMBING CODE
WIND EXPOSURE:
DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS
AND WIND GUSTS OF 115 MPH PER 2020 MN IRC
CODE REGULATIONS.
12" = 1'-0"1 3D View 1
12" = 1'-0"2 3D View 2
Reviewed for Code Compliance
Nicole Post
RPS24-000003
3-6-24
Additional permits required:
Plumbing
Mechanical
Electrical
Sewer
Stamped and approved
plans must be on site for
the duration of the project
and all inspections.
To schedule inspections call:
952-249-4613
Please have the permit
number and street address
ready at time of call.
Please plan accordingly. The City will not
issue a Temporary Certificate of Occupancy
(Temp CO) for new homes during the growing
season from May 1st to November 1st.
Issuance of a Certificate of Occupancy
requires all permits associated with the project
to be finaled and an as-built survey approved
by the City. If vegetation is not fully
established at the time of CO issuance, the
erosion control escrow will continue to be held.
Handrail is required
with 4 or more risers.
T.O. Foundation
951' -0"
T.O. First Floor
961' -9 3/8"
Second Floor
963' -4 1/8"
Roof
971' -5 1/4"
First Floor
952' -8 1/4"
T.O. Garage
Foundation
952' -6"
66
5 5
31
'
-
1
0
"
12
14 14
15' - 0"
2'
-
7
"
T
ALUMINUM SOFFIT
AND FASCIA
LP SMARTSIDE LAP
SIDING
ASPHALT
SHINGLES
EPDM MEMBRANE FLAT ROOF
36" HIGH RAILING
6X6 POST
FRAMED OUT TO 12" X 12" COLUMN
WRAPPED W/ LP TRIM
TT
STANDING
SEAM METAL
ROOF
4" WINDOW AND DOOR TRIM TYP.
6
DECORATIVE
WOOD
BRACKETS
2' - 0"
1' - 0"
1' - 0"
2' - 0"
1' - 0"
1' - 0"
1' - 6"1' - 6"
RIDGE VENT
T T
120v ceiling
outlet
0'
-
6
"
2' - 0"
1' - 0"1' - 0"
1' - 11 5/8"
2' - 0"
12 12
6
6
5
T
T
T
6
T T T T
12
1' - 6"
1' - 0"
2' - 0"2' - 0"
1' - 6"
1' - 0"
ALUMINUM SOFFIT
AND FASCIA
LP SMARTSIDE LAP
SIDING
ASPHALT
SHINGLES
36" HIGH RAILING
STANDING
SEAM METAL
ROOF
4" WINDOW AND
DOOR TRIM TYP.
RIDGE VENT
COVER EXPOSED FOAM WITH STUCCO OR
SIMILAR TYP.
6" MIN. BETWEEN GRADE
AND WOOD FRAME
SLOPE GRADE AWAY
FROM BUILDING
TTT
T
T T
T T T
2' - 0"
6 6
5
12 12
1' - 0"1' - 0"
1/4" = 1'-0"1 Front Elevation
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
As indicated
10
/
4
/
2
0
2
3
1
1
:
0
3
:
5
6
A
M
A02
Elevations
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
1/8" = 1'-0"2 Left Elevation
1/8" = 1'-0"3 Rear Elevation
1/8" = 1'-0"4 Right Elevation
Handrail is required
with 4 or more risers.
42
"
X
2
4
"
F
I
X
E
D
42
"
X
2
4
"
F
I
X
E
D
30
"
X
5
4
"
CA
S
E
M
E
N
T
48"X24" FIXED48"X24" FIXED
16' GARAGE DOOR ABOVE
18
"
W
E
B
T
R
U
S
S
E
S
AB
O
V
E
@
1
9
.
2
"
O
.
C
.
W
C
8' -9 1/2" CEILING
16'6" X 17'5"
CARPET FLOOR
8' -9 1/2" CEILING
16'1" X 17'5"
CARPET FLOORFAN
SD
36
"
V
A
N
I
T
Y
SDCM
CONC. PAD 20" W. X 8" D.
UNDER BEARING WALL TYP.
NOTE: 2X4
BEARING WALL
SDCM
UP
1
A07
9' GARAGE DOOR ABOVE
60" x 32"
SHOWER
C.T. FLOOR
& WALLS60
"
X
5
4
"
S
L
I
D
E
R
R.
O
.
5
'
6
"
X
6
'
8
"
28" X 80"
30
"
X
8
0
"
FU
R
N
A
C
E
S.P.
W.H.
RADON
2
A08
1
A09
32
"
X
8
0
"
6'
-
0
"
TT-3225 TT-3225
TT-1700 TT-1700
7' - 2"4' - 0"3' - 10"11' - 3"
28
"
X
8
0
"
MECH
ROOM
7'
-
3
"
4'
-
0
"
18
"
W
E
B
T
R
U
S
S
E
S
AB
O
V
E
@
1
9
.
2
"
O
.
C
.
5'
-
1
"
13
'
-
3
"
7'
-
6
"
2'
-
8
3
/
4
"
12
'
-
8
1
/
4
"
3'
-
9
"
3'
-
9
"
6'
-
0
"
7'
-
3
"
UNEXCAVATED
FLEX ROOM FAMILY ROOMENTERTAINMENT AREA
GUEST BEDROOM
28
"
X
8
0
"
1'
-
0
"
25
'
-
3
"
18
'
-
9
"
58' - 6"
12' - 0"20' - 3"26' - 3"
2' - 0"16' - 0"2' - 3"1' - 6"9' - 0"1' - 6"
36" HIGH RAILING
TV
17' - 10"5' - 5"35' - 3"
W.I.C.
BATH
1
A08
3' - 0"
6'
-
0
"
8'
-
8
1
/
2
"
5'
-
0
"
30" X 80"
28" X 80"
45
'
-
0
"
58' - 6"
5'
-
1
"
7'
-
7
1
/
4
"
5'
-
3
1
/
2
"
TOP CHORD BEARING TRUSSES BOTTOM CHORD BEARING TRUSSES
3'
-
9
"
19
'
-
2
"
120" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
126" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
1' - 0"
28' - 0"11' - 0"
15
'
-
4
"
10
'
-
4
"
5'
-
0
"
5'
-
0
"
7' - 0"7' - 0"7' - 0"7' - 0"
No
1
.
T
R
E
A
T
E
D
2
X
1
0
@
1
2
"
O
.
C
.
18' - 0"12' - 0"
1/2" GYP. BD.
UNDER STAIRS
TYP.
FOUNDATION WALL STEP
28" X 80"
INSULATED
DOOR
FOOTING STEP
(SHELTER ROOM ROOF)
6" CONC. SLAB REINF. W/
#4's @ 12" O.C. MIN. EACH WAY
PLACE 2" ABOVE BOTTOM OF SLAB TYP.
W/ 18" #4 DOWELS AT 24" O.C. MIN.
2'
-
8
"
3' - 0"
SDSD
8' -9 1/2" CEILING
17'7" X 17'10"
CARPET FLOOR
54" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
108" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
120" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
LEDGE (SEE SECTION)
LEDGE (SEE SECTION)
120" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
8' -9 1/2" CEILING
13'10" X 12'0"
CARPET FLOOR 4'
-
0
"
108" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
SAND FILL
6'
-
1
0
"
11
'
-
1
1
"
DRAIN TILE TO
SUMP PUMP
3
A09
(2
)
-
2X
1
0
H
D
R
.
DRAIN TILE TO
SUMP PUMP
(2
)
-
2X
1
0
H
D
R
.
AIR EX.
4" CONC. SLAB
2X8 WALL
GI
R
D
E
R
T
R
U
S
S
IN TRUSS BEAM (T.B.D. BY TRUSS CO.)
R.
O
.
3
'
0
"
X
5
'
8
"
45
'
-
0
"
FOOTING STEP
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
3 PLY 9 1/4" LVL HDR.
5' - 0"7' - 0"
FOUNDATION WALL STEP
FOUNDATION WALL STEP
GR
A
N
I
T
E
C
O
U
N
T
E
R
2X
8
W
A
L
L
2X8 WALL
2X
1
0
T
R
E
A
T
E
D
@
1
2
"
O
.
C
.
36" X 36" X 10" D
CONC. FTG. UNDER BEARING
POINT
12" DIA. C.I.P. CONC PIER 48"
BELOW GROUND W/ 20" BELL
WITH SIMPSON ABAZ66 POST BASE
ATTACHMENT TO 6x6 POST w/ (1) 1/2" DIA.
ANCHOR BOLT TYP.
SIMPSON DTT2Z DECK TIE (OR EQ).
2X10 TREATED LEDGER BD.
ATTACHED WITH LEDGERLOK
5" SCREWS "W" PATTENT 12" O.C.
AND 2 AT EACH END OF LEDGER
12" DIA. C.I.P. CONC PIER 48"
BELOW GROUND W/ 14" BELL
WITH SIMPSON ABAZ66 POST BASE
ATTACHMENT TO 6x6 POST w/ (1) 1/2" DIA.
ANCHOR BOLT TYP.
FOUNDATION WALL STEP
SIMPSON DTT2Z DECK TIE (OR EQ).
SIMPSON DTT2Z DECK TIE (OR EQ).
108" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
72" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
3' - 7"
7'
-
1
1
"
2
A09
WATER
TANK
WATER FILTER
SYSTEM
1/4" = 1'-0"1 Basement Floor
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
3
:
5
7
A
M
A03
Foundation /
Basement
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
See Engineering
Provide fire blocking vertically at
ceilings and floors, and horizontally
at intervals not exceeding 10'.
Mechanical Ventilation
Required in all Toilet Rooms
Unprotected portions of floor shall not
exceed 80 Sq Ft.
Joist size and spacing not on engineering.
42
"
X
3
6
"
F
I
X
E
D
42
"
X
3
6
"
F
I
X
E
D
30
"
X
7
2
"
F
I
X
E
D
30
"
X
7
2
"
F
I
X
E
D
30"X72" FIXED 30"X72"
CASEMENT
30"X72"
CASEMENT
24" X 36"
FIXED
24" X 36"
FIXED
24" X 36"
FIXED
48"X96" FIXED72"X96" FIXED 48"X96" FIXED48"X96" FIXED48"X96" FIXED
42
"
X
2
4
"
F
I
X
E
D
Ref.Ref.
UP
60
"
X
7
2
"
F
I
X
E
D
DW
60"X54" FIXED
16' x 8' O.H. DOOR
2 PLY -11 7/8" LVL HDR.
44
'
-
0
"
9' x 8' O.H. DOOR
2 PLY -11 7/8" LVL HDR.
1'
-
0
"
25
'
-
0
"
19
'
-
0
"
25
'
-
0
"
1
A07
(3) -2X10 DROPPED BEAM
SD
CM
SD
2
A08
5'
-
6
"
13
'
-
6
"
TT-3225 TT-3225
TT-1700 TT-1700
EL
E
C
T
R
I
C
F
.
P
.
BU
I
L
D
I
N
BU
I
L
D
I
N
CARPET
STAIRS
TE
M
P
E
R
E
D
7' - 10"8' - 0"10' - 8"
12' - 0"5' - 9"40' - 9"
3' - 8"4' - 0"
3'
-
8
"
7'
-
0
"
3'
-
9
"
28' - 0"11' - 0"
5'
-
0
"
5'
-
6
"
39
'
-
6
"
18
"
W
E
B
T
R
U
S
S
E
S
AB
O
V
E
@
1
9
.
2
"
O
.
C
.
GREAT ROOM
36" HIGH RAILING
DINING ROOM
KITCHEN
BEDROOM 2
PANTRY
W.I.C.
BATH
MUDROOM
PWDR. RM.
FOYER
STUDY
2'
-
1
"
6'
-
0
1
/
4
"
2'
-
1
"
30"
30"
24"
36
"
S
I
N
K
36
"
C
O
O
K
T
O
P
19
'
-
2
"
7'
-
6
"
12
'
-
1
0
"
4' - 1"
5'
-
2
3
/
4
"
8'
-
0
3
/
4
"
5'
-
2
3
/
4
"
7' - 10"8' - 0"10' - 8"
7'
-
6
"
18
'
-
6
"
9'
-
8
"
4'
-
2
"
4'
-
8
"
58' - 6"
COVERED PORCH
12' - 0"20' - 0"26' - 6"
1' - 6"9' - 0"1' - 6"2' - 0"16' - 0"2' - 0"15' - 2"11' - 4"
7' - 10"7' - 4"
0' - 3"
7' - 5"8' - 6"9' - 10"4'
-
9
"
0'
-
9
"
58' - 6"
DECK
DECK
3 CAR GARAGE HEAT
RISER
BE
N
C
H
/
L
O
C
K
E
R
S
STEEL BEAM
1
A08
2'
-
8
1
/
4
"
2'
-
9
3
/
4
"
OVEN
24"
15
'
-
4
"
9' - 9"4' - 4"3' - 8"14' - 3"
WASHER
/ DRYER
3' - 0"
6' - 4"8' - 6 1/2"8' - 7 3/4"11' - 2 3/4"6' - 6"4' - 1"4' - 1"4' - 1"5' - 0"
30" WIDE
LINEN
CABIENT
2'
-
0
"
1' - 0"
1'
-
0
"
0'
-
3
"
1' - 0"1' - 0"
3' - 10"4' - 0"3' - 10"3' - 6"5' - 8"5' - 8"
SECOND FLOOR
CANTILEVER
176 SQ FT
T&G WOOD CEILING
3" CONC. TOPPING MIN.
EPDM MEMBRANE
6" CONC. SLAB FLOOR
9' 1 1/8" CEILING
10'0" X 12'2"
WOOD FLOOR
IN TRUSS BEAM T.B.D. BY TRUSS MANUFACTURER
4'
-
0
"
7'
-
6
"
32" X 80"
SERVICE DOOR
3'
-
0
1
/
2
"
7'
-
1
"
2'
-
8
1
/
2
"
3'
-
9
"
3'
-
9
"
2'
-
9
"
13
'
-
3
1
/
2
"
3'
-
1
1
/
2
"
GI
R
D
E
R
T
R
U
S
S
18
"
W
E
B
T
R
U
S
S
E
S
AB
O
V
E
@
1
9
.
2
"
O
.
C
.
18
"
W
E
B
T
R
U
S
S
E
S
AB
O
V
E
@
1
9
.
2
"
O
.
C
.
4" BOX VAULTED CEILING
7'8" X 18'0"
WOOD FLOOR
12
"
D
R
O
P
P
E
D
C
E
I
L
I
N
G
@
O
P
E
N
I
N
G
1'
-
0
"
1' - 0"1' - 0"
4" BOX
VAULTED
CEILING
IN TRUSS BEAM T.B.D.
BY TRUSS MANUFACTURER
8'
-
5
1
/
2
"
1'
-
0
"
7'
-
1
3
/
4
"
2'
-
4
1
/
4
"
2'
-
0
"
14
'
-
5
1
/
2
"
14' - 11 1/4"2' - 0"
32" X 96"
20 MIN. FIRE
RATED DOOR
28'0" X 15'4"
COMPOSITE DECKING
28" X 96"
4" CONC. SLAB
5/8" TYPE-X
GYP. BD. ON WALLS AND
CEILING BETWEEN HOUSE AND
GARAGE
CO
A
T
C
L
O
S
E
T
UP
DN
4" BOX VAULTED CEILING
18'0" X 18'5"
WOOD FLOOR
TILE FLOOR
FAN
WC
42" VANITY
60" X 32"
SHOWER
32" X 96"
POCKET DR.
28" X 96"
32" X 96"
POCKET DR.
TILE FLOOR
TILE FLOOR
CU
S
T
O
M
V
A
N
I
T
Y
2' - 8 1/4"
28
"
X
9
6
"
PO
C
K
E
T
D
R
.
TILE FLOOR
9' 1 1/8" CEILING
11'3" X 12'9"
WOOD FLOOR
2'
-
3
"
30
"
X
9
6
"
PO
C
K
E
T
30
"
X
9
6
"
30
"
X
9
6
"
30" X 96"
18"18"
9' 1 1/8" CEILING
11'2" X 18'6"
WOOD FLOOR
9' 1 1/8" CEILING
11'0" X 18'6"
WOOD FLOOR
6'
-
0
"
3'
-
5
"
4'
-
1
"
ST
E
P
28
"
X
9
6
"
FAN
W
C
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2
)
-
2X
1
0
H
D
R
.
(2) -2X10 HDR.
16" X 96" SIDELIGHT42" X 96"
GLASS DOOR
11'0" X 5'0"
COMPOSITE DECKING
TE
M
P
E
R
E
D
2' - 1"
SD
SD
CM
SD3 PLY 9 1/4" LVL HDR.2 PLY 9 1/4" LVL HDR.
2 PLY 9 1/4" LVL HDR.
2 PLY 9 1/4" LVL HDR.
GI
R
D
E
R
T
R
U
S
S
GI
R
D
E
R
T
R
U
S
S
2' - 2"
(3) -2X10 DROPPED BEAM(3) -2X10 DROPPED BEAM
1' - 0"
IN TRUSS BEAM (T.B.D. BY TRUSS CO.)
3'
-
6
"
DECK CANTILEVER
TREATED 2X10' SISTERED TO EACH SIDE OF FLOOR TRUSS
TRUSSES TO BE DESIGNED TO SUPPORT DECK
3'
-
6
"
7'
-
6
"
2
A09
RADON
24"
FD FD
30
"
X
9
6
"
PO
C
K
E
T
3 PLY 9 1/4" LVL HDR.
OR STEEL BEAM T.B.D. BY ENGINEER
2 PLY 9 1/4" LVL HDR.
96" X 96" SLDING GLASS DR.96" X 96" SLDING GLASS DR.
TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPEREDTEMPERED
DESK
STEP
1/4" = 1'-0"1 First Floor
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
3
:
5
9
A
M
A04
Main Level
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
Handrail is required
with 4 or more risers.
See Engineering
Drain to daylight.
Vent Calcs call for
300cfm Hood
60
"
X
7
2
"
F
I
X
E
D
36"X60" FIXED36"X60" FIXED36"X60"
CASEMENT
48"X66" FIXED 36"X66"
CASEMENT
36"X66"
CASEMENT
30"X60" FIXED30"X60"
CASEMENT 30"X60" FIXED
66"X66" FIXED
30
"
X
2
4
"
F
I
X
E
D
36"X42" FIXED 36"X42" FIXED
18' - 0"
1
A07
39
'
-
6
"
DN
LOFT
MASTER SUITE
SITTING AREA
19
'
-
2
"
7'
-
6
"
12
'
-
1
0
"
14
'
-
1
1
"
4'
-
3
"
8' - 10"9' - 2"
39
'
-
6
"
12
'
-
9
"
8'
-
3
"
5'
-
8
1
/
4
"
12
'
-
9
3
/
4
"
1'
-
1
1
"
13
'
-
1
0
"
7'
-
3
"
5'
-
7
1
/
4
"
12
'
-
9
3
/
4
"
1
A08
27" CAB.
W/ SINK
2'
-
2
"
8'
-
2
"
5'
-
8
"
5'
-
4
1
/
4
"
7'
-
6
"
5'
-
4
"
7'
-
5
3
/
4
"
36"
BEDROOM 3
W.I.C.BATH W.I.C.
W.I.C.W.I.C.
BATH
MASTER BATH
BEDROOM 4
BENCH
LAUNDRY
5' - 5"9' - 9"8' - 1"8' - 1"11' - 0"5' - 8"
LINEN
8' -1 1/8" CEILING
14'6" X 12'1"
CARPET FLOOR
7' - 9"7' - 5"
15' - 2"14' - 10"
7' - 5"7' - 5"
3 PLY 9 1/4" LVL HDR.3 PLY 9 1/4" LVL HDR.
144" X 82" SLIDING GLASS DOOR
DECK
COMPOSITE DECKING
36" HIGH RAILING
3'
-
6
"
13' - 3 1/4"2' - 6 1/2"
48' - 0"
TEMPERED
36" X 66"
FREE STANDING TUB
TE
M
P
.
G
L
A
S
S
D
O
O
R
A
N
D
P
A
N
E
L
28" X 80"
WC
FAN
28
"
X
8
0
"
28
"
X
8
0
"
5' - 8 3/4"5' - 5 1/4"
4' - 0"
4' - 0"
CARPET FL.TILE FL.
FANW
C
30
"
V
A
N
I
T
Y
60" X 32"
SHOWER WASHER DRYER
30
"
X
8
0
"
30
"
X
8
0
"
32" X 80"
28
"
X
8
0
"
28
"
X
8
0
"
28" X 80"
30"
24"
30"
36"
4' - 0"
30
"
X
8
0
"
30
"
X
8
0
"
2' - 0"2' - 0"
2'
-
0
"
(2) -2X10 HDR.
BU
I
L
T
I
N
BU
I
L
T
I
N
12" BOX VAULTED CEILING
17'3" X 14'6"
CARPET FLOOR
12" BOX VAULTED CEILING
14'6" X 13'1"
TILE FLOOR
1' - 0"
2'
-
0
"
2'
-
0
"
3' - 0"
8' -1 1/8" CEILING
17'3" X 3'11"
CARPET FLOOR
8' -1 1/8" CEILING
14'6" X 7'0"
CARPET FLOOR
5'
-
4
"
7'
-
5
3
/
4
"
11' - 2"4' - 0"5' - 5"5' - 4"5' - 5"6' - 2"
8' -1 1/8" CEILING
10'6" X 8'2"
CARPET FLOOR
5'
-
5
"
8'
-
6
1
/
4
"
2X6 WALL
8' -1 1/8" CEILING
14'6" X 12'1"
CARPET FLOOR
CARPET FL.CARPET FL.
1'
-
6
"
28
"
X
8
0
"
PO
C
K
E
T
28
"
X
8
0
"
PO
C
K
E
T
32" X 60"
TUB/SHOWER
28
"
X
8
0
"
28" X 80"28" X 80"
W
C
FAN
FAN
TILE FLOOR
36"24"36"24"
3 PLY 9 1/4" LVL HDR.
96" X 82" SLIDING GLASS DOOR
DECK
36" HIGH RAILING
8' -1 1/8" CEILING
16'0" X 12'1"
CARPET FLOOR
3'4" HIGH 2X4 WALL W/ WOOD CAP
10' - 6"
36" HIGH RAILING
5'
-
1
1
3
/
4
"
6'
-
1
0
"
15' - 2"16' - 2"16' - 8"
48' - 0"
3'
-
9
"
3'
-
9
"
(2
)
-
2X
1
0
H
D
R
.
48" X 72"
CUSTOM
CURBLESS
SHOWER
1 1/2" DROPPED
FLOOR
SD
CM
22
"
X
3
4
"
AT
T
I
C
AC
C
E
S
S
SDCM
SD
SD
SD SD
9' - 2"1' - 1"
3'
-
6
"
COMPOSITE DECKING
ON 2X TREATED SLIPERS
OVER EPDM ROOFING
2'
-
8
1
/
2
"
EN
G
.
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
EN
G
.
R
O
O
F
T
R
U
S
S
E
S
@
2
4
"
O
.
C
.
5'
-
1
0
3
/
4
"
2'
-
0
"
2
A09
RADON
10
'
-
6
"
2'
-
4
"
2' - 1"5' - 4"5' - 4"2' - 1"
TEMPERED TEMPERED
120v ceiling
outlet
1/4" = 1'-0"1 Second Floor
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
0
A
M
A05
Upper Level
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
See Engineering
6
1'
-
0
"
RIDGE VENT
RI
D
G
E
V
E
N
T
2' - 0"
1' - 6"
2'
-
0
"
2'
-
0
"
1'
-
0
"
1' - 3"
1'
-
3
"
14 14
6 6
5
5
12
12
6
COMPOSITE DECKING
ON 2X TREATED SLIPERS
OVER EPDM ROOFING
2'
-
0
"
1'
-
0
"
2' - 0"
1' - 6"
2'
-
0
"
1'
-
0
"
1'
-
0
"
1' - 0"
1' - 0"
2' - 0"
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
0
A
M
A06
Roof Plan
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
1/4" = 1'-0"1 Roof
Attic access is required. Shall
be not less than 22" x 30"
and be located in an
accessible location.
Basement Floor
942' -4"
T.O. Foundation
951' -0"
Second Floor
963' -4 1/8"
Roof
971' -5 1/4"
B.O. Footing
941' -4"
First Floor
952' -8 1/4"
T.O. Garage
Foundation
952' -6"
8'
-
9
1
/
2
"
1'
-
6
3
/
4
"
9'
-
1
1
/
8
"
8'
-
1
1
/
8
"
1'
-
6
3
/
4
"
ENG. ROOF TRUSSES @ 24" O.C.
NOTE: SEAL ALL VAPOR
BARRIER PENETRATIONS
RIDGE VENT
6" MIN. WOOD / EARTH
SEPARATION
2X6 STUDS @ 16" O.C.
7/16" OSB SHTG.
TYVAKE HOUSE WRAP
SIDING PER ELEVATION
GARAGE WALL:
1
A08
TAPER BLOCK
4' - 0 1/2"
3' - 7"
0' - 10"
0'
-
7
1
/
4
"
0'
-
7
1
/
2
"
0' - 10"
2 X 8 @ 16" O.C.
5'
-
5
3
/
4
"
5'
-
7
3
/
4
"
TAPER BLOCK
18" ENG. WEB
TRUSSES @ 19.2" O.C.
R-49 BLOW IN INSUL.
4 MIL. POLY. V.B.
5/8" GYP. BD.
4" CONCRETE SLAB OVER
6 MIL. VAPOR BARRIER
OVER 4" GRANULAR COMPACTED FILL
DRAIN TILE TO SUMP PUMP
3/4" OSB SUBFL.
5/8" GYP. BD. CEILINGR-30 BLOW IN INSUL.
4 MIL. POLY. V.B.
5/8" TYPE X GYP. BD.
5/8" TYPE X GYP. BD.
36" HIGH RAILING
STAIRCASE NOTES:
#1 Treads must be a minimum
of 10”and risers must be a
maximum of 7 3/4”for
residential stairs.
#2 Handrail must be 34”to
38”above nose of tread
and must terminate at
wall or newel post.
#3 Space between guards
must be less than 4”.
#4 Guards must be at least 34”high
when measured vertically from
nose of tread and 36”high on
open sides of landings over 30”
above floor or grade below.
#5 Handrail grip size must be 1 ¼”
min. to 2 5/8”max. diameter.
#6 Nosing on stair treads
must not exceed 1 1/4”,
radius on edge of nosing
not to exceed 9/16”
4" CONCRETE SLAB OVER
6 MIL. VAPOR BARRIER
OVER 4" GRANULAR COMPACTED FILL
18" ENG. WEB
TRUSSES @ 19.2" O.C.
3/4" OSB SUBFL.
5/8" GYP. BD. CEILING
1/2" GYP. BD.
1/2" GYP. BD.
36" HIGH RAILING
2 X 8 @ 16" O.C.
10
'
-
0
"
FIRE BLOCKING @ 10'
HEIGHT AT TALL WALL
TYP.
10
'
-
6
"
B.O. Garage Footing
947' -4"
2
A09
9'
-
3
3
/
8
"
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
1
A
M
A07
House Section
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ROOF :
VENT ROOF 1/300 TH. VALLEYS &
ALL ROOF/WALL INTERSECTIONS
30 YR ARCHITECTURAL ASPHALTIC SHINGLES
15# ASPHALT FELT
ICE & WATER SHIELD (FIRST 6'-0"
AND ALL VALLEYS AS PER CODE)
ENG. ROOF TRUSSES @ 24" O.C.
1/2" PLYWD. SHTG. W/ CLIPS
AIR CHUTE (PROVIDE UNOBSTRUCTED AIR FLOW)
(R-49) BLOW IN INSULATION
4 MIL. POLY VAPOR BARRIER
5/8" GYP. CEILING BD.
FASCIA :
2X6 SUB FASCIA
6" ALUMINUM FASCIA
ALUMINUM VENTED SOFFIT
WALL :
1/2" GYP. BD. TYP.
4-MIL. POLY VAPOR BARRIER
(R-20) FBGLS. BATT INSULATION
2X6 STUDS @ 16" O.C.
7/16" OSB SHEATHING
TYVAKE HOUSE WRAP
SIDING PER ELEVATION
20" X 8" CONC.FTG. W/ (2) #4 REBAR
5000 PSI MIN COMPRESSIVE STRENGTH
RIM BETWEEN LOWER AND MAIN LEVELS
7/16" OSB RIM SHEATHING
TREATED 2X8 SILL PLATE & SILL SEAL TYP.
(R-20) CLOSED SELL FOAM INSUL. RIM
DURASEAL OR SAME QLTY.
FOUNDATION
1/2" DIAMETER A.B. W/ 7" MIN. EMBEDDED & 2"
SIDE X 1/8" THICK SQUARE OR ROUND
COUNTERSINK WASHERS @ 48" AND WITHIN 12"
FROM EACH CORNER & WINDOW WELL
DRAIN TILE TO SUMP PUMP
WEATHER RESISTANT OPAQUE PROTECTIVE COATING
TO 6" BELOW GRADE MIN. STUCCO OR SIMILAR
POLY-WALL WATERPROOFING FACE AND TOP OF WALL
6" CORE NUDURA ICF BLOCK W/ REBAR PER
MANUFACTURER SPECIFICATIONS
FOUNDATION WALL (WALL HEIGHT AS SHOWN ON PLAN)
RIM BETWEEN MAIN AND UPPER LEVELS
7/16" OSB RIM SHEATHING
(R-20) CLOSED SELL FOAM INSUL. RIM
DURASEAL OR SAME QLTY.
1/4" = 1'-0"1 House Section
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Basement Floor
942' -4"
T.O. First Floor
961' -9 3/8"
Second Floor
963' -4 1/8"
Roof
971' -5 1/4"
First Floor
952' -8 1/4"
T.O. Garage
Foundation
952' -6"0'
-
6
"
10
'
-
0
"
8'
-
9
1
/
2
"
1'
-
6
3
/
4
"
9'
-
1
1
/
8
"
1'
-
0
"
9'
-
3
3
/
8
"
2'
-
5
"
EN
E
R
G
Y
H
E
E
L
B.O. Garage Footing
947' -4"
BOTH SIDES TAPER BLOCK
2 PLY -11 7/8" LVL HDR.2 PLY 9 1/4" LVL HDR.
6" HIGH TOP CHORD
2X6 TREATED
SILL PLATE
2X6 TREATED
SILL PLATE
2X6 TREATED
SILL PLATE
0'
-
1
0
1
/
2
"
3' - 6"
36" HIGH RAILING
LEDGER BD.
10
'
-
6
"
Second Floor
963' -4 1/8"
Roof
971' -5 1/4"
B.O. Footing
941' -4"
First Floor
952' -8 1/4"
T&G WOOD SOFFIT
5' - 0"1' - 6"
0'
-
7
1
/
2
"
EN
E
R
G
Y
H
E
E
L
0'
-
6
"
18" ENG. WEB TRUSSES @ 19.2" O.C.
R-49 BLOW IN INSUL.
4 MIL. POLY. V.B.
5/8" GYP. BD.
4" CONCRETE SLAB OVER
6 MIL. VAPOR BARRIER
OVER 4" GRANULAR COMPACTED FILL
5/8" GYP. BD. CEILING
3/4" OSB SUBFL.
R-30 CLOSED SELL SPRAY
FOAM INSULATION
CANTILEVERED AREA TYP.
18" ENG. WEB TRUSSES @ 19.2" O.C.
3/4" OSB SUBFL.
5/8" GYP. BD. CEILING
3" CONC. TOPPING MIN.
EPDM MEMBRANE
6" CONC. SLAB FLOOR
(2) -2X10 HDR.
(3) -2X10 DROPPED BEAM
DRAIN TILE TO SUMP PUMP
2 LAYERS OF ICE AND
WATER TO SEPARATE
WOOD FRAME FROM
CONCRETE SLAB
LEDGE
R-30 CLOSED SELL SPRAY
FOAM INSULATION
2X8 JOISTS @ 24" O.C.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
2
A
M
A08
Garage & Front Porch
Section
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
1/4" = 1'-0"1 House / Garage Section
1/4" = 1'-0"2 Front Porch Section
Engineered structural slab at stoop
3" MIN. ABS OR PVC OR EQUIVALENT
GAS TIGHT PIPE
SEAL ALL JOINTS
BETWEEN SLAB
AND FOUNDATION WALL
4" PERFORATED DRAIN
TILE W/FILTER FABRIC
8"X16" ROCK TRENCH SEALED SUMP BASKET
MIN 6 MIL OR 3 MIL CROSS
LAMINATED POLY SHALL BE
LAPPED 12" AND PLACED BELOW
THE SLAB AND ON TOP OF 4" MIN. SAND GAS
PERMEABLE LAYER
INSTALL LABEL READING (RADON REDUCTION
SYSTEM) ON THE VENT PIPE AT EACH FLOOR
AND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTS
CONSTRUCTION JOINTS AND ANY OTHER
JOINTS IN CONCRETE SLABS SHALL BE
SEALED WITH CAULK OR SEALANT
SEAL ALL FLOOR OPENINGS
ALL PIPE JOINTS AND FITTINGS
TO BE GLUED OR TRANSITION
COUPLINGS
PROVIDE SPACE FOR FUTURE
INSTALLATION OF A FAN
*MIN. 24' DIAMETER CENTERED ON
THE AXIS OR THE VENT STACK
*MIN. VERTICAL DISTANCE 36"
INSTALL LIVE OUTLET IN ATTIC WHERE
FUTURE FAN MAY BE INSTALLED
LIGHT FIXTURE IN ATTIC AREA
Basement Floor
942' -4"
Basement Ceiling
951' -1 1/2"
T.O. First Floor
961' -9 3/8"
Second Floor
963' -4 1/8"
Roof
971' -5 1/4"
B.O. Footing
941' -4"
First Floor
952' -8 1/4"
3' - 6"7' - 6"
9'
-
5
1
/
8
"
0'
-
4
"
1'
-
6
3
/
4
"
8'
-
9
1
/
2
"
1'
-
2
3
/
4
"
8'
-
1
1
/
8
"
1'
-
0
"
2' - 0"
5' - 10 3/4"
STEEL BEAM
3 PLY 9 1/4" LVL HDR.
COMPOSITE
DECKING
36" HIGH RAILING
18" WEB TRUSSES
ABOVE @ 19.2" O.C.
TREATED 2X10' SISTERED TO EACH SIDE OF FLOOR TRUSS
TRUSSES TO BE DESIGNED TO SUPPORT DECK
3 PLY 9 1/4" LVL HDR.
72" HIGH 6" CORE ICF WALL
20" X 8" CONC. FTG.
6
Basement Floor
942' -4"
Basement Ceiling
951' -1 1/2"
T.O. First Floor
961' -9 3/8"
B.O. Footing
941' -4"
First Floor
952' -8 1/4"
3'
-
4
"
DRAIN TILE TO
SUMP PUMP
(2) -2X10 HDR.
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/4" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
3
A
M
A09
Section & Radon
1380
Orono
1380 Rest Point Rd
9/20/2023
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
1/4" = 1'-0"1 Passive Radon Plan
1/4" = 1'-0"2 Rear Deck Section
1/4" = 1'-0"3 Window Well Section
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
4
A
M
A10
Bracing Notes
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Portal Frame Wall Detail
Method PFHBraced Wall Panel Floor Blocking Detail
Braced Wall Panel
Roof Blocking Detail Wall Corner Detail
Portal Frame Garage Wall Detail
Method CS-PF
See Engineering
for wall bracing
DW
BWL -1
BW
L
-
A
BW
L
-
B
BW
L
-
C
BWL -3
BWL -2
CS
-W
S
P
CS-WSPCONCRETE WALL
CONCRETE WALL
CO
N
C
R
E
T
E
W
A
L
L
CO
N
C
R
E
T
E
W
A
L
L
CO
N
C
R
E
T
E
W
A
L
L
CONCRETE WALL
CONCRETE WALL
UNEXCAVATED
32' - 5"26' - 1"
19
'
-
0
"
26
'
-
0
"
58' - 6"
45
'
-
0
"
5'
-
6
"
9'
-
2
1
/
4
"
3'
-
6
"
13
'
-
2
3
/
4
"
2'
-
6
"
11
'
-
1
"
47' - 6"8' - 0"3' - 0"
4'
-
4
"
5'
-
0
"
9'
-
8
"
800 LB-HOLD-DOWN
DEVICE IN LIEU OF
CORNER RETURN
BWL -1
BW
L
-
A
PFH
CS
-W
S
P
CS
-W
S
P
BW
L
-
B
BW
L
-
C
BWL -3
BWL -2
PFH
PFH
CS-PF CS-PF
CS
-W
S
P
CS-WSP
CS-PF CS-WSP CS-WSP
CS
-W
S
P
CS
-W
S
P
CS
-W
S
P
32' - 0"26' - 6"
1' - 6"10' - 6"2' - 0"16' - 0"2' - 0"6' - 10"2' - 4"6' - 0"1' - 11"7' - 6"1' - 11"
3'
-
6
"
19
'
-
0
"
22
'
-
6
"
4'
-
0
"
6'
-
5
1
/
4
"
4'
-
0
"
4'
-
6
3
/
4
"
4'
-
0
"
17
'
-
0
"
4'
-
0
"
58' - 6"
2' - 4"8' - 0"
2' - 0 1/2"
5' - 0"
3' - 1 3/4"
6' - 0"
4' - 2 3/4"
24' - 9"3' - 0"
41
'
-
6
"
2'
-
0
"
4'
-
0
"
CS
-W
S
P
GS
GSGS
8' - 0"15' - 6"8' - 0"
2'
-
8
"
5'
-
4
"
14
'
-
5
"
3'
-
7
"
4'
-
1
0
1
/
2
"
9'
-
9
1
/
2
"
15
'
-
1
1
1
/
2
"
4'
-
7
"
6'
-
3
1
/
2
"
FIRE BLOCKING
@ 10' 0" TYP.
800 LB-HOLD-DOWN
DEVICE IN LIEU OF
CORNER RETURN
CS-WSPCS-PF
BWL -1
BW
L
-
A
CS
-W
S
P
BW
L
-
B
BWL -2
CS-WSP
FIRE BLOCKING
@ 10' 0" TYP.
CS-WSP CS-WSP CS-WSP
CS
-W
S
P
CS
-W
S
P
CS-WSP CS-WSP CS-WSP CS-PF
48' - 0"
1' - 8"7' - 6"4' - 0"14' - 7"4' - 0"
2' - 7"
4' - 0"8' - 0"1' - 8"
CS-PF
39
'
-
6
"
4'
-
0
"
12
'
-
0
"
8'
-
0
"
11
'
-
6
"
4'
-
0
"
48' - 0"
2' - 9"10' - 0"3' - 0"13' - 8"3' - 5"12' - 0"3' - 2"
CS
-W
S
P
CS
-W
S
P
CS
-W
S
P
39
'
-
6
"
4'
-
0
"
11
'
-
0
"
4'
-
0
"
7'
-
1
0
1
/
4
"
9'
-
0
3
/
4
"
3'
-
7
"
800 LB-HOLD-DOWN
DEVICE IN LIEU OF
CORNER RETURN
Scale
Project number
Date
Drawn by
AVA STUDIO
4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436
PHONE 612 532 8159
EMAIL AVASTUDIO.AB1@GMAIL.COM
1/8" = 1'-0"
10
/
4
/
2
0
2
3
1
1
:
0
4
:
0
6
A
M
A11
Bracing Plans
1380
Orono
1380 Rest Point Rd
9/20/2023
Alexander Bocharnikov
ALL PLANS ARE TO BE REVISED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
Where floor or roof framing members are perpendicular to exterior braced wall lines above or below,
solid blocking shall be provided between the framing members at braced wall panel locations to permit
fastening of wall plates in accordance with and shall extend to within 2 inches of the bottom side of the roof
sheathing and shall be fastened in accordance with Table R602.3(1).
Solid blocking to be provided @ floor trusses below
braced wall panels.
All framing and foundations shall be shored and temporarily braced as required by the
contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall be
minimum #2 SPF with treated lumber to be #2 S. Pine and engineered lumber to have Fb = 2600 psi with E =
2.0. Assume all lumber is of good quality and does not have large splits and checks and
shall be visually inspected by the contractor at the time of construction. All fasteners in contact with treated
lumber shall be G185 hot dipped galvanized or equal.
General Bracing Notes
Braced Wall Plan Abbreviations
BWL. -Braced Wall Line
BWP. -Braced Wall Panel
CS-WSP. -Continuously sheathed wood structural panel
GS. -Wall Panels sheathed w/gypsum board both faces
PFH. -Portal Frame with Holdownds
PFG. -Portal Frame Garage
CS-PF. -Continuous Portal Frame
WSP. -Intermittent wood structural panel
HD. -Hold Down
TT. -Tension Tie
1/8" = 1'-0"1 Basement Floor Copy 1
1/8" = 1'-0"2 First Floor Copy 1
1/8" = 1'-0"3 Second Floor Copy 1
See Engineering
for wall bracing
A B C
A B C
1
2
3
1
2
3
PROPPED CANTILEVER FOUNDATION WALL NOTES:
1. FOOTING:
DROP FOOTING FOR PROPPED CANTILEVER WALL
THE TOP OF FOOTING SHALL BE 16 INCHES MINIMUM BELOW
THE BOTTOM OF THE CONCRETE FLOOR SLAB.
2. FLOOR SLAB:
THE INTERIOR CONCRETE FLOOR SLAB SHALL BE PLACED
TIGHT TO THE WALL. REMOVE ICF INSULATION IN THIS AREA
TO ALLOW FLOOR TO BE CAST TIGHT TO WALL.
PROPPED CANTILEVER FOUNDATION
(HATCHED AREA)
SEE NOTES ABOVE
2
1
PIER 1
PIER 1 = 12" DIA.
WITH 20" BELL
PIER 2 = 12" DIA.
WITH 14" BELL
PIER 2
W20 FOOTING
(UNLESS NOTED
OTHERWISE)LOCATE TOP OF WALL
STEP AT THE REAR OF THE
STAIR WALL.
STEP FOOTING DOWN 18"
FOR PROPPED
CANTILEVER FOUNDATION
WALL
STEP FOOTING DOWN 18"
FOR PROPPED
CANTILEVER FOUNDATION
WALL
UP
PIER 1 PIER 1 PIER 1 PIER 1
PIER 2 PIER 2
WL6-1WL6-1
WL6-1
WL6-2
WL6-2
STRAP-TIE HOLDOWN
STHD14 (TYP.)
(8) TOTAL
F3
WL6-3 WL6-4
WL6-4
WL6-5
WL6-3
WL6-3
WL6-3
WL6-2
WL6-6
WL6-7
W24
W24
W24W24
W20
A. CODES AND STANDARDS
1. 2020 MINNESOTA RESIDENTIAL CODE
B. LOADS
1. DEAD LOADS
ROOF DEAD LOAD.............................................20 PSF
FLOOR DEAD LOAD...........................................20 PSF
2. LIVE LOADS
FLOOR LIVE LOAD.........................................................40 PSF
DECKS.............................................................................40 PSF
3. WIND LOAD...........................115 MPH................EXPOSURE D
4. SNOW LOADS
a. ROOF GROUND SNOW LOAD..................................50 PSF
b. Ce = 1.0, Ct = 1.0, I = 1.0
c. ROOF SNOW LOAD.................................................35 PSF
C. GENERAL
1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION AND
MAINTENANCE OF ALL TEMPORARY BRACING AND SHORING FOR THE STRUCTURE
D. SITE WORK
1.BACKFILL - COMPACT ALL BACKFILL AT FOUNDATION WALLS TO AT LEAST 95% STANDARD
PROCTOR DENSITY
2.BACKFILL - FOUNDATION WALLS SHALL BE BACKFILLED IN A MANNER THAT WILL PREVENT
OVERTURNING OR LATERAL MOVEMENT OF WALLS.
3.FROST PROTECTION FOR HEATED STRUCTURES - EXTERIOR FOOTINGS FOR HEATED
STRUCTURES ARE TO BE A MINIMUM DEPTH OF 4'-0" BELOW FINISHED GRADE UNLESS NOTED
OTHERWISE ON THE PLANS.
4.FROST PROTECTION FOR UNHEATED STRUCTURES - STOOP FOUNDATIONS, CANOPY
FOOTINGS AND ANY FOUNDATION AWAY FROM THE HEATED STRUCTURE IS TO HAVE 5'-0"
MINIMUM COVER.
5.KEEP ALL FOUNDATION EXCAVATIONS FREE OF WATER DURING CONSTRUCTION
6.CENTER FOOTINGS ON WALLS OR COLUMNS, UNLESS NOTED OTHERWISE
F. CONCRETE
1.MATERIALS
FOOTINGS............................................................F'c = 5000 PSI
SLAB ON GRADE..................................................F'c = 4000 PSI
REINFORCING BARS.....ASTM A615....................Fy = 60,000 PSI
WELDED WIRE FABRIC...ASTM A185..................Fy = 60,000 PSI
2.MIX - ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED 6% WITHIN 1%
3.CONTROL JOINT CUTTING - SAWCUT CONTROL JOINTS IN SLAB WITHIN 8
HOURS OF SLAB PLACEMENT OR AS SOON AS SLAB CAN BE CUT WITHOUT EDGE
RAVELING.
4.CONTROL JOINT SPACING - THE MAXIMUM CONTROL JOINT SPACING IS 12 FEET
ON CENTER BOTH WAYS FOR C.I.P. CONCRETE SLABS AS A MINIMUM. REFER TO THE
PLANS AND SPECIFICATIONS FOR POSSIBLE ADDITIONAL SPACING REQUIREMENTS.
5.REINFORCING - AT INTERSECTING WALLS, FOOTINGS, AND MASONRY BOND
BEAMS, PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING.
6.REINFORCING - DO NOT HEAT BARS TO FIELD BEND
7.REINFORCING - PROVIDE ALL NECESSARY CHAIRS, SUPPORTS AND
ACCESSORIES FOR INSTALLATION OF THE REINFORCING BARS.
HORIZ. SLAB BARS
VERT. BARS &
REINFORCING BAR LAP SPLICES
6
3
5
4
SIZE WALL BARS
36"
18"
24"
30"
48"
24"
32"
40"
HORIZ.
FOOTING SCHEDULE
MARK SIZE THICK.REINFORCING
F2 2'-0" X 2'-0"1'-0"(3) #5 EA. WAY
F2.5 2'-6" X 2'-6"1'-0"(4) #5 EA. WAY
F3 3'-0" X 3'-0"1'-0"(4) #5 EA. WAY
W20 1'-8"0'-8 (2) #4 CONTIN.
W24 2'-0"0'-10"(2) #5 CONTIN.
ICF WALL SCHEDULE
MARK THICK.HEIGHT FILL PROPPED
(c)VERT. (b)HORIZ.VERT. LOCATION FTG. DOWELS FTG. DOWEL
HOOK
ANCH BOLT
SPACING
WL6-1 6"4'-6"BOTH SIDES #4 AT 36 #4 AT 36 CENTER #5 x 20" AT 36"NO 72
WL6-2 6"9'-3"ONE SIDE #4 AT 8 #4 AT 36 INSIDE FACE (a)#5 x 20" AT 36"NO 24
WL6-3 6"8'-3"ONE SIDE #5 AT 16 #4 AT 36 INSIDE FACE (a)#5 x 20" AT 36"NO 48
WL6-4 6"6'-9"ONE SIDE 18"#5 AT 12 #4 AT 18 OUTSIDE FACE (a)#5 x 40" AT 12"12"48
WL6-5 6"9'-9"ONE SIDE 18"#5 AT 12 #4 AT 18 OUTSIDE FACE (a)#5 x 40" AT 12"12"48
WL6-6 6"9'-9"ONE SIDE #5 AT 8 #4 AT 36 INSIDE FACE (a)#5 x 20" AT 36"NO 24
WL6-7 6"9'-9"ONE SIDE #5 AT 8 #4 AT 36 INSIDE FACE (a)#5 x 20" AT 36"NO 24
NOTES: (a) 2" TO THE CENTERLINE OF REINF. (+/- 3/8")
(b) INSTALL (2) ADDITIONAL #5 VERTICALS ON EACH SIDE
OF OPENINGS - SEE LINTEL DETAIL
(c) KNEE WALL
POST BASE
ABU66Z FOR 6 X 6 OR
ABU88Z FOR 8 X 8
5'
-
0
"
MI
N
.
B
E
L
O
W
F
I
N
A
L
G
R
A
D
E
2'-6"
THIS INSULATION CAN BE
ADDED FOR ADDITIONAL
FROST PROTECTION
SLOPED 2"
RIGID INSULATION (BELOW
GRADE)
1'
-
0
"
(1) #5 VERT.
12" DIA.
CIP CONC.REFER TO PLAN VIEW
FOR THE SIZE OF THE
BASE
10
"
(M
I
N
.
)
FORM 12" PORTION
WITH A SONOTUBE
FOR ADDED FROST PROTECTION - WRAP
12" DIA. PORTION WITH 6 MIL POLY
2"
C
L
R
.
#5 AT 12"
EACH WAY
6"
MI
N
.
#4 AT 24"
2' X 2'
SLOPE 1/4" / FT
#4 AT 24"
2' X 2'
3" TOPPING SLAB
EPDM MEMBRANE
Scale: 3/16" = 1'-0"
FOOTING AND FOUNDATION1
OF SHEETS
co
n
t
e
n
t
s
JOB NO.
pr
o
j
e
c
t
dr
w
n
da
t
e
re
v
i
s
i
o
n
s
ch
k
d
1
0
3
-
0
4
-
2
4
FO
O
T
I
N
G
A
N
D
F
O
U
N
D
A
T
I
O
N
P
L
A
N
S1
N
Scale: 3/4" = 1'-0"
DECK PIER2
Scale: Not To Scale
STOOP STRUCTURAL SLAB3
(1) #5 Vert
(1) #5 Vert
Per Architecturals, joists 2x10 12" OC
18
"
F
L
R
T
R
U
S
S
E
S
AT
1
9
.
2
"
O
.
C
.
18
"
F
L
R
T
R
U
S
S
E
S
AT
1
9
.
2
"
O
.
C
.
G.T.
A B C
A B C
1
2
3
1
2
3
3
1
D 0.6 K
L 1.2 K
T 1.8 K
UP
2
(F
L
U
S
H
)
2 X 8 BRG. WALL
STRAP-TIE HOLDOWN
STHD14 (TYP.)
(8) TOTAL
H0-2
H0-1
H0-1
H0-1
(2) 1-3/4 x 11-7/8
(FLUSH)
P44
P44
H1-1 H1-1
H1-3
H0-2
FRAMING NOTES:
1. HEADERS.....MICROLAM.....E = 2.0....Fb = 2600 PSI.....Fv = 285 PSI
BOTTOM PLATES ON CONCRETE..............................SYP NO. 2 (TREATED)
OTHER PLATES.......................................................SPF NO. 2 OR BTR
STUDS - BEARING WALLS .......................................SPF STUD GRADE
STUDS - NON BEARING WALLS................................SPF STUD GRADE
2. FLOOR FRAMING MAX LL DEFL..............................L/480 OR 1/2"
ROOF FRAMING MAX LL DEFL..................................L/240 OR 1"
3. WOOD ROOF TRUSSES TO BE MANUFACTURED BY EXPERIENCED TRUSS SUPPLIER.
4. PROVIDE BRIDGING FOR ROOF AND FLOOR TRUSSES SPACED AT THE LESSER OF 10'
ON CENTER OR THE SPACING REQUIRED BY ROOF OR FLOOR TRUSS DESIGNER.
5. ROOF SHEATHING SHALL BE 1/2" THICK (EXTERIOR EXPOSURE 1 RATED 40/20) WITH
H-CLIPS AS A MINIMUM; CONNECT ROOF SHEATHING TO TRUSSES WITH 8d. NAILS AT 6"
ON CENTER AT PANEL PERIMETER AND AT 12" ON CENTER AT INTERMEDIATE FRAMING
MEMBERS
6. FLOOR SHEATHING SHALL BE 3/4" T&G OSB AS A MINIMUM; CONNECT TO TRUSSES
WITH 8d. NAILS AT 6" ON CENTER AT PANEL PERIMETER AND AT 12" ON CENTER AT
INTERMEDIATE FRAMING MEMBERS
7. CONTINUE ALL POSTS AND COLUMNS DOWN TO THE TOP OF THE FOUNDATION,
PROVIDE BLOCKING WITHIN THE FLOOR SYSTEM DEPTH THE SAME SIZE AS THE POSTS,
TRIMMERS AND KING STUDS
8. PROVIDE TREATED WOOD PLATES WHERE WOOD IS IN CONTACT WITH CONCRETE
9. AT A MINIMUM, FASTEN EXTERIOR OSB SHEATHING WITH 8d NAILS, 6" AT EDGES, 12" AT
INTERMEDIATE FRAMING MEMBERS. REFER TO BRACED WALL PLANS AND NOTES FOR
ANY ADDITIONAL REQUIREMENTS.
MANUFACTURED TRUSS NOTES:
1. TRUSS SPACING IS FOR REFERENCE ONLY AND MUST BE VERIFIED
BY THE TRUSS MANUFACTURER.
2. S.W. = SHEAR WALL.
3. STRONGBACKS: INSTALL A MINIMUM OF 2 ROWS OF STRONGBACKS
IN FLOOR SYSTEM FOR THE OTHER UNITS. INSTALL STRONGBACKS
WITH A MAXIMUM SPACING OF 10 FEET BETWEEN ROWS.
4. H.D. = SHEAR WALL HOLD DOWN.
5. G.T. = GIRDER TRUSS
LATERAL BRACING
1. WIND EXPOSURE D
FIRST LEVEL
2. INSTALL PORTAL FRAMES AT OH DOORS AS SHOWN ON ARCHITECTURAL SHEET A10.
3. INSTALL STEEL MOMENT FRAME AT REAR WALL OF HOME. SEE DETAIL 2/S3.
4. INSTALL SHEAR WALL TYPE S.W.1 ON REAR AND LEFT WALL OF GARAGE.
UPPER LEVEL
5. INSTALL OSB SHEATHING ON EXTERIOR WALLS WITH 8d NAILS 4" ON EDGE AND 12" ON
INTERMEDIATE MEMBERS
8"
2"
2"
FASTENERS (THIS SIDE)
(3) ROWS AT 16"
STAGGER ROWS
FASTENERS (OTHER SIDE)
(3) ROWS AT 16"
STAGGER ROWS
MULTI-PLY LVL FASTENERS FOR (3) PLY LVL
USE SIMPSON WOOD SCREW FASTENERS
1/4 x 4 1/2 SDS 25 412 DB (DOUBLE BARRIER)
SHEAR WALL SCHEDULE
MARK SHEATHING EDGE SPA.INT. MEMBER SPA.FASTENER TYPE
S.W.1 7/16" OSB 3 INCH 8 INCH 8d NAILS
BASEMENT HEADER SCHEDULE
MARK SIZE # TRIMMERS # KING STUDS
H0-1 (2) 2 X 10 2 1
H0-2 (2) 1-3/4 X 9-1/2 LVL 2 1
Scale: 3/16" = 1'-0"
1ST FLOOR FRAMING1
OF SHEETS
co
n
t
e
n
t
s
JOB NO.
pr
o
j
e
c
t
dr
w
n
da
t
e
re
v
i
s
i
o
n
s
ch
k
d
1
0
3
-
0
4
-
2
4
1S
T
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
S2
N
Scale: Not To Scale
LATERAL BRACING2
Scale: Not To Scale
MULTI-PLY LVL FASTENERS3
P44 = (4)2x4
Header schedule page S3
Right
CANTILEVER DECK
W16 x 26
W16 x 26
2ND FLOOR CANTILEVER
(SEE DETAIL FOR LOADS)
A B C
A B C
1
2
3
1
2
3
18
"
F
L
R
T
R
U
S
S
E
S
AT
1
9
.
2
"
O
.
C
.
18
"
F
L
R
T
R
U
S
S
E
S
AT
1
9
.
2
"
O
.
C
.
18
"
F
L
R
T
R
U
S
S
E
S
AT
1
9
.
2
"
O
.
C
.
RO
O
F
T
R
U
S
S
E
S
A
T
24
"
O
.
C
.
RO
O
F
TR
U
S
S
E
S
AT
2
4
"
O
.
C
.
RO
O
F
TR
U
S
S
E
S
AT
2
4
"
O
.
C
.
2 X 8 FIRST FLR WALL
2
3
8'
-
0
"
600 LB
UPLIFT
ON
TRUSS
(TYP.)
55
12
12
DECK
(IN MFCTRD
TRUSSES)
27'-5 1/4"
16'-3 3/4"11'-1 1/2"
W16 x 26
HSS 5 X 3
3
5
ADJUST THE FLOOR TRUSS
SPACING SO THE
CANTILEVER DECK BEAMS
ARE CENTERED BETWEEN
(2) TRUSSES
3
4
D 0.7 K
L 1.4 K
T 2.1 K
G.T.
2 X 6 BRG. WALL2 X 6 BRG. WALL
2 X 6
BRG.
WALL
2 X 4
BRG.
WALL
2 X 4
BRG.
WALL
4
3
2 X 6 FIRST FLR WALL
STEEL BEAM 16 X 50
(FLUSH)
7
3
5
4
6
4
ST
E
E
L
B
E
A
M
1
6
X
5
0
(F
L
U
S
H
)
(6) 2 X 6
TRIMMERS
(4) 2 X 6 KING
STUDS
(3) 1-3/4 X 16 LVL HEADER
P86
P86
P66
7
4
(3) 2 X 6 TRIMMERS
(2) 2 X 6 KING STUDS
(3) 1-3/4 X 11-7/8
LVL HEADER
(2) 2 X 6 TRIMMERS
(2) 2 X 6 KING STUDS
SHEAR WALL
S.W. TYPE 1
SHEAR WALL
S.W. TYPE 1
TALL WALL FRAMING
FOR HEADERS IN TALL WALL
USE (2) 1-3/4 X 9-1/2 LVL
TRIMMER - (1) 2 X 6 TRIMMER
KING STUDS - (4) 1-3/4 X 5-1/2
1.55 E TIMBERSTRAND
BALLOON FRAME FROM FIRST FLOOR
LANDING UP TO 2ND FLOOR CEILING
H1-2 H1-3 H1-4
H1-1
H1-1
H1-1
H1-1
POINT LOAD FROM JAMB ABOVE
D 1700 LB
S 3300 LB
H1-3
H1-3H1-5
H1-3
(2) 1-3/4 x 11-7/8
(FLUSH)
(3) 1-3/4 x 9-1/2
(FLUSH)
P44
P44 P54
8
3
3
3
2 8
2 8
W 16 X 26
5/1/2" WIDE
15-3/4" TALL
1"
PROVIDE 1" GAP BETWEEN STEEL AND
7/16" OSB EXTERIOR SHEATHING.
INSULATE BETWEEN STEEL AND OSB
WITH SPRAY FOAM INSULATION
7/16" OSB
6
3
INSTALL FLASHING TAPE OVER
TREATED LVL BEAMS. TREAT CUT
ENDS OF TREATED LVL BEAMS
WITH 'ANCHOR SEAL' OR
EQUIVALENT.
UPLIFT ON
FLOOR TRUSSES
(SEE SECTION FOR LOAD)
FLOOR
TRUSS
FLOOR
TRUSS
FLOOR BEAM
(3) 1-3/4 X 9-1/4
TREATED LVL
(2) 1 3/4 X 16 LVL
HUC610
(UPSIDE DOWN)
HUC416
(UPSIDE DOWN)
HUC416
(UPSIDE DOWN)
LINE LOAD ON
CANTILEVER TRUSS
23.25 FT TRIB
DL = 20 PSF
SL = 35 PSF
WALL DL = 100 LB/FT
DL = 0.57 K/FT
SL = 0.81 K/FT
TL = 1.38 K/FT
1ST FLOOR HEADER SCHEDULE
MARK SIZE # TRIMMERS # KING STUDS
H1-1 (2) 2 X 10 2 1
H1-2 (2) 1-3/4 X 9-1/2 LVL 2 1
H1-3 (3) 1-3/4 X 9-1/2 LVL 3 2
H1-4 (3) 1-3/4 X 11-7/8 LVL 3 2
H1-5 (3) 1-3/4 X 11-7/8 LVL 4 2
ATTACH 2X TOP PLATE TO BEAM WITH
(2) 1/2" DIA. BOLTS AT 16" O.C.
OPTION - ATTACH WITH POWDER
ACTUATED FASTENERS
(ZF 47 P8S23 (2) FASTENERS AT 12")
2X TOP PLATE FULL WIDTH
OF STEEL BEAM
DOUGLAS FIR NO. 2
THA426 ADJUSTABLE
STRAP HANGER
W16 X 50
7.07" WIDE
16.3" TALL
1-3/4 X 9-1/2 LVL LEDGER
ATTACH WITH (3) LEDGERLOK
SCREWS AT 19.2" O.C.
2 X 6 BLOCKING BETWEEN TRUSSES.
NAIL WITH (3) 16d NAILS.
MANUFACTURED ROOF
TRUSSES AT 24" O.C.
3/4" PLYWOOD SUBFLOOR
Scale: 3/16" = 1'-0"
2ND FLOOR FRAMING1
OF SHEETS
co
n
t
e
n
t
s
JOB NO.
pr
o
j
e
c
t
dr
w
n
da
t
e
re
v
i
s
i
o
n
s
ch
k
d
1
0
3
-
0
4
-
2
4
2N
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
S3
Scale: 3/8" = 1'-0"
STEEL MOMENT FRAME2
N
Scale: 3/8" = 1'-0"
CANTILEVER DECK5
Scale: 3/4" = 1'-0"
CANTILEVER BEAM CONNECTION6
Scale: 3/4" = 1'-0"
CANTILEVER FLOOR JOIST LOADS4
Scale: 1-1/2" = 1'-0"
STEEL MOMENT FRAME LOCATION3
Scale: 3/4" = 1'-0"
GARAGE CEILING BEAM7
Scale: 3/4" = 1'-0"
DECK FRAMING8
P44 = (4)2x4
P54= (5)2x4
RO
O
F
T
R
U
S
S
E
S
A
T
24
"
O
.
C
.
H2-2 H2-3 H2-2
H2-4H2-1H2-2H2-1H2-3
H2-1
H2-1
A B C
A B C
1
2
3
1
2
3
1414
6 6
6 6
SINGLE TOP PLATE
(FIELD VERIFY R.O. HEIGHT)
3
4
4
4
2ND FLOOR HEADER SCHEDULE
MARK SIZE # TRIMMERS # KING STUDS
H2-1 (2) 2 X 10 2 1
H2-2 (2) 1-3/4 X 9-1/2 LVL 2 1
H2-3 (3) 1-3/4 X 9-1/2 LVL 3 2
H2-4 (3) 1-3/4 X 11-7/8 LVL 3 2
SEE SCHEDULE
PROVIDE BLOCKING WITHIN THE
FLOOR SYSTEM DEPTH THE SAME
SIZE AS THE TRIMMERS AND KING
STUDS
CONTINUE ALL POSTS, COLUMNS,
TRIMMERS AND KING STUDS DOWN
TO THE TOP OF THE PRECAST
PLANK OR FOUNDATION WALL.
BLOCKING
BLOCKING
NOTES:
1. SQUARE AND RECTANGULAR HOLES ARE NOT
PERMITTED.
2. ROUND HOLES MAY BE DRILLED OR CUT WITH A HOLE
SAW ANYWHERE WITHIN THE SHADED AREA OF THE BEAM.
3. THE HOIZONTAL DISTANCE BETWEEN ADJACENT HOLES
SHALL BE AT LEAST TWO TIMES THE DIAMETER OF THE
LARGER HOLE.
4. DO NOT DRILL MORE THAN THREE ACCESS HOLES IN ANY
FOUR FOOT LONG SECTION OF BEAM.
5. BEAMS DEFLECT UNDER LOAD. SIZE HOLES TO PROVIDE
CLEARANCE WHERE REQUIRED.
BEAM DEPTH MAX. HOLE DIA.
5 1/2"
7 1/4"
9 1/4" - 12"
14" - 24"
3/4"
1"
2"
2 1/2"
.
.
.
1/3 DEPTH
1/3 DEPTH
1/3 DEPTH
1/3 SPAN 1/3 SPAN
END
BEARING
SEE NOTE 3
.
.
.
1/3 DEPTH
1/3 DEPTH
1/3 DEPTH
1/3 SPAN 1/3 SPAN
END
BEARING
INTERMEDIATE
BEARING
SEE NOTE 3 .
.
.
1/3 DEPTH
1/3 DEPTH
1/3 DEPTH
1/3 SPAN1/3 SPAN
END
BEARING
SEE NOTE 3
END
BEARING
SIMPSON CLIP H2.5A AT
EACH TRUSS
POST SCHEDULE
MARK SIZE MATERIAL
P44 (4) 2 X 4 SPF NO.2
P54 (5) 2 X 4 SPF NO.2
P64 (6) 2 X 4 SPF NO.2
P74 (7) 2 X 4 SPF NO.2
P46 (4) 2 X 6 SPF NO.2
P56 (5) 2 X 6 SPF NO.2
P66 (6) 2 X 6 SPF NO.2
P76 (7) 2 X 6 SPF NO.2
P86 (8) 2 X 6 SPF NO.2
ATTACH 2X TOP PLATE TO BEAM WITH
(2) 1/2" DIA. BOLTS AT 16" O.C.
OPTION - ATTACH WITH POWDER
ACTUATED FASTENERS
(ZF 47 P8S23 (2) FASTENERS AT 12")
2X TOP PLATE FULL
WIDTH OF STEEL BEAM
SECTION
W16 X 50
7.07" WIDE
16.3" TALL
10
1
/
2
"
ENERGY
HEEL
5
12
1"
1/2"
CLEARANCE FOR SPRAY
FOAM INSULATION
WELDED BASE PLATE
PL 1-1/2 X 5 X 1'-0"
WITH (2) 5/8" DIA. HOLES
FOR (2) 1/2" DIA. X 6" LAG
BOLTS
2
S
P
A
.
@
3
"
2L's 3 1/2 x 3 x 3/8 x 0'-10-1/2"
GA. 3" O.S.L. = 1 13/16"
(3) 3/4" DIA. A325 BOLTS
2
S
P
A
.
@
3
"
5
1
/
2
"
2 1/4"
3 1/2"
10
1
/
2
"
2
1
/
2
"
1
1
/
2
"
6"
6"
WELDED BASE PLATE
PL 1-1/2 X 5 X 1'-0"
WITH (2) 5/8" DIA. HOLES
FOR (2) 1/2" DIA. X 6" LAG
BOLTS
(6) 2 X 6 TRIMMERS
(4) 2 X 6 KING STUDS
(3) 1-3/4 x 16 LVL
W16 X 50
7.07" WIDE
16.3" TALL
Scale: 3/16" = 1'-0"
ROOF FRAMING1
OF SHEETS
co
n
t
e
n
t
s
JOB NO.
pr
o
j
e
c
t
dr
w
n
da
t
e
re
v
i
s
i
o
n
s
ch
k
d
1
0
3
-
0
4
-
2
4
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
S4
N
Scale: Not To Scale
HEADER AND BLOCKING DETAIL3
Scale: Not To Scale
HOLES AND NOTCHES IN LVL BEAMS2
Scale: Not To Scale
TRUSS TO PLATE HOLD DOWN4
Scale: 3/4" = 1'-0"
STEEL BEAM AT FRONT WALL5
Scale: 1-1/2" = 1'-0"
STEEL BEAM TO STEEL BEAM CONNECTION6
Scale: 3/4" = 1'-0"
STEEL BEAM BEARING AT OH DOOR7
At Garage Door