HomeMy WebLinkAboutLA167332 - 19475 Iteri Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 4 :4 9 A M
00
T i t l e
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
S C O L E S R E S I D E N C E
19475 ITERI AVE.
LAKEVILLE, MN 55044
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
03/13/2019dmathews
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Roof Peak
30' - 10"
L o w e r L e v e l W i n d o w H e i g h t
8 ' - 0 "
U p p e r L e v e l W i n d o w H e i g h t
8 ' - 0 "
M a i n L e v e l W i n d o w H e i g h t
9 ' - 0 "
9 ' - 1 1 /8 "
2 ' - 0 3 /4 "
1 0 ' - 1 1 /8 "
1 ' - 8 1 /4 "
9 ' - 0 "
Stepped 2nd Floor
10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg.
19' - 6"
S t e p p e d 2 n d L e v e l W i n d o w H e i g h t
8 ' - 0 "
Garage T.O.F.
- 1' - 8 1/4"
9 ' - 1 1 /8 "
2 ' - 0 3 /4 "
1 0 ' - 0 3 /8 "
A
A
A
A
B
B
B
B
C
C
D
C
2 14/" STONE CAP 5/4" x 8" TRIM
5/4" x 12" TRIM
5/4" x 8" TRIM
10" STONE LINTEL
SEE DETAIL 2/09
78"
C
C
3 8 1 /8 "
3 6 "
8"
3 8 1 /8 "
3 6 "
8"
114"
SEE DETAIL 2/09
D D
7 2 "
1 8 "
17" 30" 30" 11 15/16"
8 4 "
1 8 "
17" 30" 30" 30" 30" 30" 30" 23 1/4" 23 1/4"
1 8 "
8 4 "
8x8 COLUMNS w/COMPOSITE WRAP
2x2 TRIM w/5/4" x 8" TRIM G a r a g e W i n d o w H e i g h t
7 ' - 6 "
WESTERN CEDAR
DECORATIVE GABLE
VENTS
WESTERN CEDAR
DECORATIVE GABLE
VENTS
5/4" x 6" TRIM 5/4" x 6" TRIM
5/4" x 10" TRIM
2 4 "18" 18"
ENTRY DOOR TO MATCH
CEDAR SIDING COLOR
2 4 "
A
A
A
A
A
A B
B
B
B
E
E E E
E
E
B
B
3 6 "
3 8 1 /8 "
8"
C
132"
6 0 5 /8 "
36" 36" 36"
4 9 7 /8 "
42" 72" 42"
42" 72" 42"
2 8 3 /4 "
1 5 1 /2 "
42" 72"
5/4" x 8" TRIM
SEE DETAIL 2/09
5/4" x 6" TRIM
5/4" x 8" TRIM
2x2 TRIM w/5/4" x 8" TRIM
5/4" x 12" TRIM
5/4" x 6" TRIM 5/4" x 6" TRIM
2x2 TRIM w/5/4" x 8" TRIM
5/4"x4 TRIM
w/5/4" x 12"
TRIM
C
E
2x2 TRIM w/5/4" x 8" TRIM
B
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 4 :5 5 A M
01
F r o n t & R e a r E l e v a t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
TYPICAL EXTERIOR
MATERIALS SQ FT BREAKDOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
4" EXPOSURE HARDIELAP
SIDING PER ELEVATION
HARDIEPANEL SMOOTH
PER ELEVATION
7" EXPOSURE #1 RED
WESTERN CEDAR SIDING
PER ELEVATION
STONE VENEER PER
ELEVATION
HARDIEBOARD AND
BATTEN w/BATTENS @ 12"
O.C.
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
199 SERIES METAL
CORNERS PER ELEVATION
1x10 HARDIE TRIM FASCIA
PER ELEVATION
COMPOSITE VENTED
SOFFITS PER ELEVATION
EXTERIOR WINDOW COLOR
TO BE BLACK PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
D
A
STONE
ATTACHMENT
1. VERIFY COMPLIANCE WITH
INSPECTOR WHEN PAPER IS
COMPLETE IN ONE WINDOW AREA.
2. WEATHER RESISTIVE BARRIERS:
INCLUDE 2 LAYERS OF GRADE D
PAPER WITH WEATHER RESISITVE
BARRIERS OVER WOOD BASED
SHEATHING. 15 OR 15# IS NOT
GRADE D PAPER. LAP VERTICAL
JOINTS IN PAPER AT LEAST 2
INCHES.
3. EXTERIOR OPENINGS FLASHED:
FLASH ALL EXTERIOR OPENINGS.
THE NAILING FLANGE ON WINDOWS
WILL NOT BE ACCEPTED FOR
FLASHING UNLESS THE
MANUFACTURERS INSULATION
INSTRUCTIONS ARE PROVIDED ON
SITE STATING THE FLANGE IS
ACCEPTABLE AS FLASHING.
4. WINDOW FLANGES:
INSTALL PAPER ON BOTTOM AND
SIDES OF WINDOW BEFORE
INSTALLING WINDOW. PAPER
LOCATED ON TOP OF WINDOW
SHALL GO OVER THE WINDOW
FLASHING. INSTALL A SECOND
LAYER OF PAPER OVER SIDE
WINDOW FLANGES.
5. WINDOW OPENINGS:
WATERPROOF WINDOW OPENINGS
WITH CAULK, TAPE, OR LIKE
MATERIAL. ALL OTHER OPENINGS
MUST BE WATERPROOFED WITH
CAULK, TAPE, OR LIKE MATERIAL.
6. PAPER ENTIRE WALL:
BUILDING PAPER MUST BE
INSTALLED ON ALL EXTERIOR
WALLS INCLUDING WITHIN THE
SOFFIT. INSTALL PAPER IN SHINGLE
FASHION TO ENSURE PROPER
WATER DRAINIAGE.
7. FLASHING:
AT ALL WALL/ROOF INTERSECTIONS
WHERE ROOF LINE DOES NOT
EXTEND PAST WALL, KICKOUT
FLASHING IS REQUIRED. ALL OTHER
OPENINGS MUST BE FLASHED TO
ENSURE PROPER
WATERPROOFING.
8. WEEP SCREED:
PROVIDE A CORROSION RESISTANT
WEEP SCREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF
3 - 1/2" AT OR BELOW THE
FOUNDATION PLATE. TO ENSURE
TRAPPED WATER HAS PROPER
DRAINAGE TO EXTERIOR, SCREED
SHALL BE A TYPE THAT ALLOWS
FOR DRAINAGE AND MUST BE
PLACED A MINIMUM OF 4" ABOVE
EARTH OR 2" ABOVE CONCRETE.
PLACE WEEP SCREEDS JUST
BELOW PLATE LINE. IF PAPER HAS
BEEN INSTALLED ON FOUNDATION,
EXTEND WEEP SCREED ONTO
FOUNDATION. ALL STONE MUST
NOT EXTEND BELOW, BUT MUST
COVER, ALL LATH AND PAPER.
DAVID CHARLEZ DESIGNS DOES NOT
ACCEPT ANY RESPONSIBILITY FOR
STONE INSTALLATION OR
WATERPROOFING TECHNIQUES.
REFER TO MANUFACTURER AND
INSTALLERS FOR PREFERRED
INSTALLATION METHODS WHICH
WILL DIFFER FROM WHAT IS SHOWN.
1/4" = 1'- 0" 1 Front Elevation
1/4" = 1'- 0" 2 Rear Elevation
E
3PLY 1-3/4" X
5-1/2" LSL AT 16"
O.C.
2PLY 2X6
TRIMMERS
5-1/4" X 11-7/8"
PSL POSTS
5-1/4" X 7" PSL
HEADER
5-1/4" X 7" PSL
HEADER
A
A
A
A
A
B B
B
B
B
D
D
E
E
E
30" 30" 30"
1 8 "
28" 28"
1 8 "
C
5/4" x 8" TRIM
8 x 8 C O L U M N S w /C O M P O S I T E W R A P
2x2 TRIM w/5/4" x 8" TRIM
5/4" x 6" TRIM
5/4" x 6" TRIM
5/4" x 8" TRIM
2x2 TRIM w/5/4" x 8" TRIM 5/4" x 12" TRIM
8 x 8 C O L U M N S w /C O M P O S I T E W R A P
A
A
A
A
A
B
C
C
C
E
D
E
3 6 "
3 8 1 /8 "
8"
C
7 3 1 /8 "
36" 36" 36"
5/4" x 8" TRIM
5/4" x 12" TRIM
2x2 TRIM w/5/4" x 8" TRIM 2x2 TRIM w/5/4" x 8" TRIM
B
B
WESTERN CEDAR
DECORATIVE GABLE
VENTS
WESTERN CEDAR
DECORATIVE GABLE
VENTS 3 8 1 /8 "
3 6 "
8"
6 "6 "
11' - 0"
4 ' - 6 "6 "
6 "
6" 6"
30"
12" 1 2 "
1 2 ' - 0 "
24"
2 4 "
24"
2 4 "
2 4 "
10' - 0" 30' - 6"
4 ' - 0 "
9' - 6"
6' - 6"
6 "
2 4 "
2 4 "
2 4 "
24"
6 "
6"
3' - 0" 15' - 5 1/2" 3' - 0"
6"
6"
7 2 "
7 2 "
7 2 "
24"
35 1/2"
8 ' - 0 1 /2 "
2 5 ' - 1 1 1 /2 "
1 2 ' - 0 "
ENGINEERING ROOF TRUSSES PER MFG. SPEC.
MANUFACTURE WILL PROVIDE ALL ENGINEERING
DRAWING AND SPECIFICS
OVERHANG DIMENSIONS ARE TO FACE OF
FRAMING
ICE AND WATER ALL ADJOINING ROOFS
NOTE:
RIDGE VENT
14:12 SLOPE
1/4":12
SLOPED
SADDLE
RIDGE VENT
RIDGE VENT
R I D G E V E N T
6:12 SLOPE
SADDLE
7:12 SLOPE
CRICKET
5:12 SLOPE
SADDLE
6 1 /2 " / 1 2 "
1 4 " / 1 2 "
1/4" / 12"
1/4" / 12"
1/4" / 12"
16" / 12" 16" / 12"
4 1 /4 " / 1 2 "
16" / 12" 16" / 12"
7 " / 1 2 "
7 " / 1 2 "
7 " / 1 2 "
6 1 /2 " / 1 2 "
16" / 12"
16" / 12"
7" / 12"
7" / 12" 7" / 12"
14:12 SLOPE
8 " / 1 2 "
2x4 PARAPET WALLS VARIES IN HEIGHT. HEIGHT
WILL BE DETERMINED BY 1/4":12" SLOPE OF MAIN
ROOF UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES SLOPED @ 1/4" / 12" @ 24" O.C. (PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
24"
12"
24" 24"
3 8 1 3 /1 6 "
30"
1 9 9 1 /1 6 "
2 4 "
2 4 "
24"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 1 A M
02
L e f t & R i g h t E l e v a t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
1/4" = 1'- 0" 1 Left Elevation
1/4" = 1'- 0" 2 Right Elevation
TYPICAL EXTERIOR
MATERIALS SQ FT BREAKDOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
STONE
ATTACHMENT
1. VERIFY COMPLIANCE WITH
INSPECTOR WHEN PAPER IS
COMPLETE IN ONE WINDOW AREA.
2. WEATHER RESISTIVE BARRIERS:
INCLUDE 2 LAYERS OF GRADE D
PAPER WITH WEATHER RESISITVE
BARRIERS OVER WOOD BASED
SHEATHING. 15 OR 15# IS NOT
GRADE D PAPER. LAP VERTICAL
JOINTS IN PAPER AT LEAST 2
INCHES.
3. EXTERIOR OPENINGS FLASHED:
FLASH ALL EXTERIOR OPENINGS.
THE NAILING FLANGE ON WINDOWS
WILL NOT BE ACCEPTED FOR
FLASHING UNLESS THE
MANUFACTURERS INSULATION
INSTRUCTIONS ARE PROVIDED ON
SITE STATING THE FLANGE IS
ACCEPTABLE AS FLASHING.
4. WINDOW FLANGES:
INSTALL PAPER ON BOTTOM AND
SIDES OF WINDOW BEFORE
INSTALLING WINDOW. PAPER
LOCATED ON TOP OF WINDOW
SHALL GO OVER THE WINDOW
FLASHING. INSTALL A SECOND
LAYER OF PAPER OVER SIDE
WINDOW FLANGES.
5. WINDOW OPENINGS:
WATERPROOF WINDOW OPENINGS
WITH CAULK, TAPE, OR LIKE
MATERIAL. ALL OTHER OPENINGS
MUST BE WATERPROOFED WITH
CAULK, TAPE, OR LIKE MATERIAL.
6. PAPER ENTIRE WALL:
BUILDING PAPER MUST BE
INSTALLED ON ALL EXTERIOR
WALLS INCLUDING WITHIN THE
SOFFIT. INSTALL PAPER IN SHINGLE
FASHION TO ENSURE PROPER
WATER DRAINIAGE.
7. FLASHING:
AT ALL WALL/ROOF INTERSECTIONS
WHERE ROOF LINE DOES NOT
EXTEND PAST WALL, KICKOUT
FLASHING IS REQUIRED. ALL OTHER
OPENINGS MUST BE FLASHED TO
ENSURE PROPER
WATERPROOFING.
8. WEEP SCREED:
PROVIDE A CORROSION RESISTANT
WEEP SCREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF
3 - 1/2" AT OR BELOW THE
FOUNDATION PLATE. TO ENSURE
TRAPPED WATER HAS PROPER
DRAINAGE TO EXTERIOR, SCREED
SHALL BE A TYPE THAT ALLOWS
FOR DRAINAGE AND MUST BE
PLACED A MINIMUM OF 4" ABOVE
EARTH OR 2" ABOVE CONCRETE.
PLACE WEEP SCREEDS JUST
BELOW PLATE LINE. IF PAPER HAS
BEEN INSTALLED ON FOUNDATION,
EXTEND WEEP SCREED ONTO
FOUNDATION. ALL STONE MUST
NOT EXTEND BELOW, BUT MUST
COVER, ALL LATH AND PAPER.
DAVID CHARLEZ DESIGNS DOES NOT
ACCEPT ANY RESPONSIBILITY FOR
STONE INSTALLATION OR
WATERPROOFING TECHNIQUES.
REFER TO MANUFACTURER AND
INSTALLERS FOR PREFERRED
INSTALLATION METHODS WHICH
WILL DIFFER FROM WHAT IS SHOWN.
1/8" = 1'- 0" 3 Roof Plan
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
4" EXPOSURE HARDIELAP
SIDING PER ELEVATION
HARDIEPANEL SMOOTH
PER ELEVATION
7" EXPOSURE #1 RED
WESTERN CEDAR SIDING
PER ELEVATION
STONE VENEER PER
ELEVATION
HARDIEBOARD AND
BATTEN w/BATTENS @ 12"
O.C.
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
199 SERIES METAL
CORNERS PER ELEVATION
1x10 HARDIE TRIM FASCIA
PER ELEVATION
COMPOSITE VENTED
SOFFITS PER ELEVATION
EXTERIOR WINDOW COLOR
TO BE BLACK PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
D
A
E
5-1/4" X 11-7/8"
PSL POSTS
5-1/4" X 7" PSL
HEADER
5-1/4" X 7" PSL
HEADER
5-1/4" X 7" PSL
HEADER
3PLY 1-3/4" X
5-1/2" LSL AT 16"
O.C.
3PLY 1-3/4" X
5-1/2" LSL AT 16"
O.C.
2PLY 2X6
TRIMMERS
UP
UP
20' - 0" 16' - 0" 18' - 0" 16' - 0"
70' - 0"
70' - 0"
11' - 2 3/4" 8' - 9 1/4" 8' - 0" 8' - 0" 4' - 3" 7' - 5" 6' - 4" 2' - 0"
11' - 10" 10' - 0" 13' - 6" 1' - 9 3/4"
M.O.
18' - 3" 1' - 7 1/4" 1' - 10 1/2"
M.O.
9' - 3" 1' - 10 1/2"
35' - 4" 21' - 8" 13' - 0"
70' - 0"
1 2 ' - 0 "
6 ' - 0 "
6 ' - 0 "
2 8 ' - 2 "
1 2 ' - 0 "
7 ' - 1 0 "
5 2 ' - 2 "
6 ' - 0 "
2 ' - 0 "
4 2 ' - 0 "
4 ' - 0 "
1 2 ' - 0 "
6 ' - 2 3 /4 "
5 ' - 9 1 /4 "
2 ' - 2 1 /2 "
1 ' - 9 1 /2 "
9 ' - 4 "
M .O .
3 ' - 3 "
2 9 ' - 5 "
3 ' - 6 "
4 ' - 6 "
1 4 ' - 2 "
21' - 0" 4' - 6" 9' - 0"
8' - 7" 9' - 5" 15' - 10"
7 ' - 1 0 "
1 4 ' - 6 "
7 ' - 5 1 /2 "
1 3 ' - 4 1 /2 "
4 ' - 0 "
3 ' - 1 0 "
10' - 0" 1' - 10"
6"
6 0 ' - 0 "
6 ' - 0 "
6" 6"
6 ' - 8 3 /4 "
5 ' - 7 1 /2 "
4 ' - 0 1 /2 "
1 7 ' - 9 1 /4 "
5 1 "
4 8 "
5' - 0" 5' - 6" 2' - 10 1/4" 17' - 9"
5' - 0" 8' - 4 1/4" 17' - 9" 4' - 8" 8' - 11 3/4"
7 ' - 1 0 3 /4 "
5 ' - 1 1 "
3 ' - 3 1 /2 "
3 ' - 1 0 1 /2 "
4 ' - 8 1 /4 "
5 1 /2 "
35' - 9 1/4" 6' - 5 1/2" 1' - 7 1/2"
3 0 "
50 1/2" 42" 63 1/2"
2 4 "
1 1 4 "
5 4 "
8 4 "
44 1/2" 48"
4' - 8 3/4" 8' - 7 1/2"
49"
FRONT PORCH FND WALL:
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
- UNEXCAVATED -
36"x36"x12"
CONC. PAD
(TYPICAL)
2 X 6 P L U M B I N G W A L L
GARAGE FND WALL:
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
DECK COLUMNS:
3/4" COMPOSITE WRAP
6x6 TRD. POST ON
18" SONO TUBE @ 42"
BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
DIMENSIONS ARE TO EDGE OF CONCRETE AND
EDGE OF FRAMING
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'- 10" UNLESS NOTED
SET WINDOW HDRS @ 96" FROM CONCRETE FLOOR
UNLESS NOTED
NOTE:
- UNEXCAVATED -
EXPOSED TREADS &
RISERS STAIRS
WOOD
RAILING
WINE RM TILE
GLASS PANELS
30"x80"
GLS DR
GLASS PANELS
EXERCISE ROOM
RUBBER TILES
36"x80"
OPENING w/38"x84"
BARN DOOR
S T O R A G E
C A B I N E T
ARCADE GAMES
WOOD
FD WH
FURN 3 2 "x 8 0 "
D O O R
MECHANICAL
ROOM
CONCRETE SUMP w/
SEALED
COVER
5' - 6 3/4" 13' - 8 1/2" 5' - 0 3/4"
R&S
SMOKE
DET.
GUEST BEDROOM
CARPET
30"x80"
DOOR SD/CO 6 0 "x 8 0 "D B L D R
FAN
4 2 " V A N I T Y
3 4 "x 6 0 "
F B R G L S
S H O W E R
BATH
TILE
2 8 "x 8 0 "
D O O R
FAN
B E N C H &
H O O K S
GAME ROOM
WOOD
FAMILY ROOM
WOOD
E N T E R T A I N M E N T C E N T E R
WET BAR
WOOD
S N K
I S L A N D
D W
SCREEN PATIO
CONCRETE
UNDERDECKING
MAIN FND WALL:
9'- 0"x8" POURED CONC.
FOUNDATION ON
20"X8" CONCRETE FOOTING
REBAR PER CODE
INTERIOR THERMAL WALL:
(UNEXPOSED WALLS ONLY)
1" AIRSPACE
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
INTERIOR THERMAL WALL:
(EXPOSED WALLS ONLY)
1" RIGID INSULATION (R - 5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
EXTERIOR THERMAL WALL:
2" RIGID INSULATION
SYSTEM (R - 10) APPLIED TO
EXTERIOR
PROVIDE FLASHING
WALK OUT WALL:
2X6 STUDS @ 16" O.C.
3'- 6"x10" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
PROVIDE 3 1/2"x5 1/2"
POUR ON TOP OF 10" WALL
UNDER 2X6 WALL
SCREEN PATIO FND WALL:
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
36"x36"x12"
CONC. PAD
(TYPICAL)
2 x 1 2 J O I S T S
@ 1 6 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
STAIR FOOTING:
12" SONO TUBE @ 42"
BELOW GRADE
INTERIOR BEARING WALLS:
4X6 TREATED WOOD
16"X8" FOOTING (TYPICAL)
W.O.
W .O .
W.O.
W.O. W .O .
SIMPSON METAL TIES:
END JOISTS TO BEAM - LUC21OZ
POST TO FOOTING - ABW66Z
POST TO BEAM - LPC6Z
MIDDLE JOISTS - LUS21OZ
DECK RIM TO HOUSE - 3/8"x5 - 1/2"
COATED LAG BOLTS & WASHERS
NOTE:
SOLID BLOCK ALL JOIST SPACES
FIRE CAULK ALL PENETRATIONS
IN SOLID BLOCK
2X6 WALL
2 X 6 W A L L
2X6
WALL
2X6 BEARING WALL 2X6 BRG WALL
SOLID
BEARING
TYPICAL
SOLID
BEARING
TYPICAL
BEAM PER MFG.
SPEC DROPPED
BEARING POINT
FROM MAIN LEVEL
BEAM PER MFG.
SPEC DROPPED
BEAM PER MFG. SPEC
FLUSH ALLOW FOR HVAC
B E A M P E R M F G .
S P E C F L U S H
BEAM PER MFG.
SPEC FLUSH
BEAM PER MFG.
SPEC FLUSH
2x12 JOISTS
@ 16" O.C.
8"
8 "
8"
8 "
8"
8 "
8"
8 "
8"
8 "
10"
8 "
8" 8 "
8"
1 0 "
10"
8 "
8"
8 "
10"
OPEN TO ABOVE
2
06
1
06
1
08
1
09
3
07
3
08
3
06
3
09
2
08
4
09
2
07
4
10
F L O A T I N G S H E L V E S
3 0 "
F R E Z .
3 0 " R E F I G .
F U L L H E I G H T F N D W A L L
8 ' - 0 "
1
07
3 6 "x 8 4 "
C .O .
17'- 3"x7'- 0" C.O.
2 4 "
19 1/4" 97"
FND FOR STEPS
DROPPED CLG.
AREA FOR
HVAC CHASE
FWH3'- 6"x8'- 0"AR
BEAM PER MFG.
SPEC.
P3560
BEAM PER
MFG. SPEC.
P6060
BEAM PER
MFG. SPEC.
F W H 9 '- 0 "x 8 '- 0 " O X O
B E A M P E R M F G . S P E C .
FWH2'- 8"x8'- 0"AL
BEAM PER MFG.
SPEC.
2)CXW16
BEAM PER
MFG. SPEC.
STACKED
W/D
CXW16
BEAM PER
MFG. SPEC.
28"x80"
PKT DR
8' CLG.
8' CLG.
15' - 10"
2' - 0" 5' - 0"
INT. DRINK LEDGE
244GW5050
(200 SERIES) BEAM
PER MGF. SPEC.
6 "
27 3/4" 136 1/2" 25"
C15 FX C15 FX
EXT. SERVING LEDGE
METAL FLASHING
5/4" x 6" TRIM
2" RIGID
INSULATION
2X2 BLOCKING
LAP SIDING
1/2" SHEATHING
2X6 SILL PLATE
1/2" ANCHOR BOLT
2 "
BUILDING PAPER
2X6 SILL PLATE
NOTE: ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
FLOOR TRUSSES PER PLAN
NOTE:
FOUNDATION WALL SIZE
MAY VARY PER PROJECT.
SEE FOUNDATION PLAN
2X6 SOLE PLATE
INSULATION PER CODE
2X6 STUDS @ 16" O.C.
1/2" GYP. BRD.
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT
TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID
CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL
MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.
NOTE:
5 1/2" 4 1/2"
10"
3 1 /2 "
2 " I N S U L A T I O N
2" INSULATION @ 45
DEGREE ANGLE
4" SAND
10" WALKOUT WALL
NOTE: ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
NOTE:
LAP SIDING
PER PLAN
BUILDING PAPER
1/2" PLYWOOD
2X6 STUDS @ 16" O.C.
INSULATION PER CODE
METAL FLASHING
1/2" GYP. BRD.
1/2" ANCHOR BOLT
2X6 SILL PLATE
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT
TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID
CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL
MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.
NOTE:
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 1 A M
03
L o w e r L e v e l
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
ATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
1" = 1'- 0" 2 Floor Detail - 2x6 Sill Plate
1" = 1'- 0" 3 Floor Detail - 10" Walkout Wall
2PLY 9-1/2" LVL 2 PLY 11-7/8" LVL
FLUSH
5-1/2" X 5-1/2"
GLU-LAM
5-1/2" X 5-1/2"
GLU-LAM
3PLY 16" LVL
2PLY 11-7/8" LVL
2PLY 11-7/8" LVL
5-1/4" X 11-7/8" NO ROOF LOAD.
5-1/4" X 16"
TREATED GLU-
LAM NO
SUPPORT POST
RIGHT SIDE OF
DOOR. TOO
MUCH UPLIFT
WILL OCCUR.
2PLY 9-1/2" LVL
2PLY 9-1/2" LVL 2PLY 9-1/2" LVL
W16X45 STEEL
BEAM 7.035"
WIDE X 16.13"
DEEP
7-1/8" X 7-1/2"
GLU-LAM
7-1/8" X 7-1/2"
GLU-LAM
12" O.C. Max for spans
TEMPER
CS-PF
CS-PF
CS-PF CS-PF
CS-PF CS-PF
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
UP
DN
DN DN
11' - 2 3/4" 8' - 9 1/4" 8' - 0" 8' - 0" 4' - 0 1/2" 21' - 11 1/2" 8' - 0"
20' - 0" 16' - 0" 34' - 0"
70' - 0"
1 9 ' - 0 "
1 2 ' - 0 1 /2 "
1 0 ' - 1 1 1 /2 "
4 6 ' - 0 "
2 ' - 0 "
6 ' - 0 "
1 2 ' - 0 "
4 ' - 0 "
4 4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
3 ' - 3 1 /2 "
2 ' - 8 1 /2 "
3 ' - 0 "
3 ' - 0 "
5 ' - 2 3 /4 "
7 ' - 9 1 /4 "
1 2 ' - 0 "
3 ' - 0 "
5 ' - 9 1 /4 "
6 ' - 2 3 /4 "
1 2 ' - 0 "
2 8 ' - 0 "
6 ' - 0 "
6 ' - 0 "
8 ' - 0 "
6 ' - 0 "
6 0 ' - 0 "
12' - 0" 10' - 0" 13' - 6 1/2" 21' - 5 1/2" 13' - 0"
6' - 3" 5' - 9" 5' - 2 3/4" 4' - 9 1/4" 4' - 10 1/2" 8' - 8" 1' - 8 3/4" 18' - 0" 1' - 8 3/4" 2' - 0" 9' - 0" 2' - 0"
35' - 6 1/2" 34' - 5 1/2"
1 4 ' - 6 1 /2 "
8 ' - 0 "
7 ' - 5 1 /2 "
1 4 ' - 0 "
8' - 6 1/2"
7' - 8" 1' - 9 1/2"
4' - 8 1/2" 4' - 9"
4 1/2" 4 1/2"
4 1 /2 "
4 1 /2 "
6" 6"
3 "
3 "
3" 3"
3"
3 "
3 "
3" 3"
3 "
10' - 0" 2' - 0"
20' - 6" 6"
9' - 0"
6 ' - 1 3 /4 "
5 ' - 8 1 /2 "
6 ' - 1 3 /4 "
24"
3 ' - 6 "
4 ' - 6 "
1 4 ' - 8 "
B U I L T - I N
G R I L L
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 10'- 1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 108" FROM MAIN LEVEL
UNLESS NOTED
NOTE:
SCREEN
PORCH
COMPOSITE DECKING
PINE T&G CLG.
VAULTED
FRONT
PORCH
CONCRETE
PINE T&G CLG.
FLOOR
DRAIN
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
2X6 PLUMBING WALL
COLUMN
CONSTRUCTION:
8x8 POST
w/COMPOSITE
WRAP
32"x96" FIRE DR
20 MIN RATED
BEAM PER MFG
SPEC
NOTE:
9'- 0" x 8'- 0" DOOR
BEAM PER MFG SPEC
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED &
FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
1 2 ' - 2 3 /4 "
1 7 ' - 6 1 /2 "
2 ' - 0 "
2 ' - 5 1 /2 "
4 ' - 4 1 /2 "
7 ' - 4 3 /4 "
5 ' - 5 1 /2 "
6 ' - 7 1 /2 "
5 ' - 8 1 /4 "
27 3/4"
10' - 2 3/4" 6' - 5" 7' - 4 1/4"
7 ' - 8 1 /4 "
1 1 ' - 0 "
6 ' - 9 1 /4 "
4' - 8 3/4" 8' - 8" 8' - 10" 13' - 6 1/2" 8' - 6 1/4" 9' - 8 1/2"
33 1/4"
3 3 1 /4 "
6 ' - 0 "
6 ' - 2 3 /4 "
foyer
WOOD
RECESSED CLG
w/WD BEAMS
2)18"x84" SIDELITES
w/24" TRANSOM
BEAM PER MFG SPEC
4 2 "x 8 4 " E N T R Y D R .
w /2 4 " T R A N S O M
B E A M P E R M F G
S P E C
13'- 0"x9'- 0" C.O.
DINING
WOOD
RECESSED CLG.
G A S F I R E P L A C E
P E R M F G . S P E C S .
B U I L T
I N 'S
GREAT
ROOM
WOOD
RECESSED CLG.
w/WD BEAMS
2 4 "
24"
B U I L T
I N 'S
24"
2 4 "
17'- 0"x9'- 0" C.O.
2 1 "
21"
58" 10" 58" 10" 58" 10" 58" 10" 58"
1 6 2 "
11' - 0"
8 9 1 /2 "
5' - 6 1/2"
2 7 1 /8 "
1 0 "
2 9 1 /2 "
2 7 1 /8 "
1 0 "
2 7 1 /8 "
1 0 "
2 7 1 /8 "STAIRS
WOOD
EXPOSED TREADS &
RISERS
RAILING
OPEN TO BELOW
RAILING 30"
FREZ.
K I T C H E N
W O O D
R E C E S S E D C L G
w /W D B E A M S
SNK
DW
2 - BIN
TRASH
4 8 " R A N G E
H O O D V E N T
U P P E R S
U P P E R S
S N K
BUTLER
PANTRY WOOD
30"
REFIG
18"
WINE
DBL.
OVEN U P P E R S W.I.C.
TILE
R&S
MUD
ROOM
TILE
D R O P Z O N E
B E N C H & L O C K E R S
HVAC
PANTRY
WOOD
B A S E C A B I N E T S
UPPER CABINETS
R&S
BATH
WOOD
HALL
WOOD
OFFICE
WOOD
B U I L T - I N D E S K60"x 9 6 "D B L . D R 4 8 "x 9 6 "D B L . D R
30"x96"
DOOR
30"x96"
PKT DR
3 6 "x 9 6 "
P K T D R
36"x108" C.O.
3 6 "x 1 0 8 "
C .O .
3 6 "x 1 0 8 "
C .O .
CONCRETE
INSULATE WALLS
& CEILING
GARAGE
FLOOR
DRAIN
18'- 0" x 8'- 0" DOOR
BEAM PER MFG SPEC
36"x96"
SERVICE DR.
BEAM PER
MFG SPEC
FAN
44" VANITY
G A S F I R E P L A C E
P E R M F G . S P E C S .
1 0 '- 0 " x 9 '- 0 " F O L D I N G D O O R
B E A M P E R M F G S P E C 3 6 "x 9 6 "S C R N D R
SD/CO
ROOF TRUSSES @
24" O.C.
ROOF TRUSSES @
24" O.C.
2 4 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 4 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 4 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 4 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 4 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2X6 WALL
2 X 6 W A L L
2 X 6 W A L L
2 X 6 W A L L
2X6 WALL
2X6 BRG WALL
B E A M P E R M F G . S P E C F L U S H
BEAM PER MFG. SPEC FLUSH ALLOW FOR HVAC BEAM PER MFG. SPEC DROPPED
BEAM PER MFG.
SPEC DROPPED
BEAM PER MFG. SPEC FLUSH
BEAM PER MFG. SPEC FLUSH
BEAM PER MFG. SPEC FLUSH
B E A M P E R M F G .
S P E C F L U S H
G I R D E R T R U S S P E R
M F G . S P E C F L U S H
BEAM PER MFG. SPEC FLUSH
CONC. BEAM PER
MFG. SPEC
DROPPED
48" 99"
48" 99" 4 8 "
1 1 1 /2 "
4 8 "
STAIR LANDING
SUPPORTS
BEAM PER MFG
SPEC
R A I L I N G
BEAM PER MFG. SPEC DROPPED
2
06
1
06
1
08
1
09
3
07
3
08
3
06
3
09
2
08
4
09
2
07
4
10
BEAM PER MFG. SPEC FLUSH
8 " P R O J E C T I O N
1
07
2 x 4 L A D D E R T R U S S
R A I S E D F L O O R A R E A
8" PROJECTION
AXW351 FX
P3550
AR351
BEAM PER
MFG. SPEC.
AXW351 FX
P3550
AR351
BEAM PER
MFG. SPEC.
AXW61 FX
P6050
AR61
BEAM PER
MFG. SPEC.
A 3 5 1 F X
P 3 5 5 0
B E A M P E R
M F G . S P E C .
A 3 5 1 F X
P 3 5 5 0
B E A M P E R
M F G . S P E C .
3 )C X 1 4 5 F X
3 )A 2 8 1 F X
3 )C X 1 5 F X
B E A M P E R
M F G . S P E C .
3)A281 FX
3)CX15 FX
BEAM PER
MFG. SPEC.
A281 FX
CX15 FX
BEAM PER
MFG. SPEC.
2)A251 FX
2)CW15
BEAM PER
MFG. SPEC.
3)A281 FX
3)CX15
BEAM PER
MFG. SPEC.
3 )A 3 1 F X
B E A M P E R M F G .
S P E C . @ 7 '- 6 "
F R O M T .O .F .
2)A31 FX
BEAM PER MFG.
SPEC. @ 7'- 6"
FROM T.O.F.
A31 FX
CXW14
BEAM PER
MFG. SPEC.
3 )A 3 1 F X
3 )C X W 1 5
B E A M P E R
M F G . S P E C .
A31 FX
CXW15
BEAM PER
MFG. SPEC.
A31 FX
CXW15
BEAM PER
MFG. SPEC.
A51 FX
P5050
BEAM PER
MFG. SPEC.
GIRDER
TRUSS PER
MFG. SPEC
FLUSH
3 6 "x 1 0 8 "
C .O .
STONE
VENEER
STONE
VENEER
60" 52"
1 2 0 "
4 2 "
4'x4' PAD
F X
RAILING
1 2 " B E N C H
3 6 " R E F .
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 2 A M
04
M a i n L e v e l
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
ATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
2PLY 11-7/8" LVL
CORNER TO
CORNER
2PLY 16" LVL
3PLY 18" LVL 3PLY 16" LVL 2PLY 9-1/2" LVL
2PLY 9-1/2" LVL
3PLY 11-7/8" LVL
3PLY 16" LVL
2PLY 16" LVL
2PLY 16" LVL
2PLY 16" LVL
2PLY 16" LVL
2PLY 11-7/8" LVL
2PLY 9-1/2" LVL
2PLY 11-7/8" LVL
2PLY 11-7/8" LVL
3PLY 14" LVL
2PLY 11-7/8" LVL
2PLY 16" LVL
3PLY 16" LVL
3PLY 18" LVL
3PLY 18" LVL
W16X89 STEEL
BEAM
3PLY 24" LVL
5-1/2" X 7" GLU-
LAM FOR 3PLY
2PLY 5-1/2" X
5-1/2" GLU-LAM
POST
3PLY 16" LVL
5-1/2" X 5-1/2"
GLU-LAM POST
TEMPER glass
within 36" of
landing or stair
treads.
CS-PF
CS-PF
CS-PF CS-PF
CS-PF CS-PF
CS-PF CS-PF
CS-PF
CS-PF
CS-PF
CS-PF
CS-PF
CS-PF
Fl
o
o
r
G
i
r
d
e
r
DN
DN
9' - 2 3/4" 8' - 9 1/4" 8' - 0" 8' - 0" 12' - 3 1/2" 5' - 8 1/2" 13' - 6 1/2" 2' - 5 1/2"
2' - 0" 18' - 0" 16' - 0" 18' - 0" 16' - 0"
70' - 0"
5 ' - 2 3 /4 "
5 ' - 2 3 /4 "
8 ' - 0 "
1 2 ' - 0 "
1 0 ' - 5 1 /2 "
1 7 ' - 6 1 /2 "
1 2 ' - 0 "
6 0 ' - 0 "
6' - 3" 9' - 9" 7' - 0" 7' - 0" 6' - 0 1/2" 2' - 6" 7' - 8 3/4" 7' - 8 3/4" 8' - 10 1/2" 7' - 1 1/2"
16' - 0" 14' - 0" 8' - 6 1/2" 15' - 5 1/2" 16' - 0"
70' - 0"
1 0 ' - 1 1 1 /2 "
1 5 ' - 0 "
1 2 ' - 0 "
1 2 ' - 0 "
1 2 ' - 0 "
2 5 ' - 1 1 1 /2 "
1 0 ' - 0 1 /2 "
6 0 ' - 0 "
6 ' - 0 "
6 ' - 0 "
2' - 0"
2 ' - 0 "
1 0 ' - 0 "
4' - 0"
3' - 0"
6' - 0"
4 1 /2 "
4 1 /2 "
6" 6"
3" 3"
3" 3"
3 "
3 "
3" 3"
3"
3" 3"
4 1/2" 4 1/2"
12" 48" 99"
4 8 "
4 8 "
48" 99"
1 2 "
1 0 7 1 /2 "
6"
6 "
13' - 3" 6' - 11 3/4" 8' - 5 1/2" 7' - 7" 8' - 1" 3' - 11 1/2" 5' - 5 1/2" 16' - 2 3/4"
6' - 11 3/4" 9' - 6 1/2" 9' - 1" 5' - 5" 5' - 5 1/2" 4' - 0 1/2" 16' - 2 3/4"
5' - 4 1/2"
7 ' - 9 1 /4 "
7 ' - 1 "
4 ' - 9 "
1 0 ' - 5 "
5 ' - 8 1 /2 "
3 ' - 1 1 1 /2 "
3 ' - 1 0 1 /2 "
8 ' - 5 1 /4 "
1 2 ' - 3 3 /4 "
2 ' - 6 1 /2 "
4 ' - 9 "
2 ' - 7 1 /2 "
7 ' - 9 1 /2 "
5 ' - 8 1 /2 "
4 ' - 3 1 /4 "
1 3 ' - 1 3 /4 "
7 ' - 4 "
2 ' - 4 1 /2 "
4 ' - 1 0 "
7 ' - 5 1 /2 "
1 2 ' - 1 0 1 /4 "
3 ' - 3 1 /2 "
3 ' - 8 1 /2 "
7 ' - 2 1 /2 "
2 ' - 6 "
2 ' - 6 "
5 ' - 0 1 /2 "
18' - 2 3/4" 8' - 5 1/2" 7' - 7" 4' - 5 1/2" 13' - 3 1/4"
HALLWAY
CARPET
SD/CO SD/CO
STAIRS
WOOD
EXPOSED TREADS &
RISERS
RAILING
OPEN TO BELOW
3)CX16
BEAM PER
MFG. SPEC.
R&S
SMOKE
DET.
BEDROOM #2
CARPET
3 0 "x 8 0 "
D O O R
W.I.C.
CARPET 30"x80"
DOOR
U P P E R L E V E L F L O O R T R U S S E S
FAN 3 9 " V A N I T Y
34"x60"
TILE
SHOWER
BATH
TILE
30"x80"
DOOR
28"x80"
PKT DR 2 4 "x 8 0 "G L S D R
W.I.C.
CARPET
R&S
BEDROOM #3
CARPET
SMOKE
DET.
BATH
TILE
30"x60"
TUB/SHWR
FAN
4 2 " V A N I T Y
3 0 "x 8 0 "
D O O R
3 0 "x 8 0 "
D O O R
2 8 "x 8 0 "
D O O R
4 8 "x 8 0 "D B L D R
LINEN
SHELVES
BEDROOM #4
CARPET
W.I.C.
CARPET
R&S
3 0 "x 8 0 "
D O O R
30"x80"
DOOR
STORAGE RM
CARPET
KIDZ LOFT
CARPET
FAN
34"x48"
TILE SHWR
54" VANITY
BATH
TILE
2 8 "x 8 0 "
D O O R
3 6 "x 8 0 "
D O O R
3 R I S E R S
8 4 "x 9 6 "
O P 'N G
HER W.I.C.
CARPET
HIS W.I.C.
CARPET
B U I L T - I N
D R E S S E R
36"x96"
PKT DR
R&S
R&S
5 4 " V A N I T Y
5 4 " V A N I T Y
30"x80"
DOOR
30"x80"
DOOR
4 8 " L I N E N
W.I.SHOWER
6' - 8 1/4"
5 8 1 /4 "
4 3 "
29 1/2" 52"
LUXURY
BATH
TILE
S C R E E N P O R C H
C H I M N E Y
OWNER'S SUITE
CARPET
VAULTED CLG. 6 0 "x 8 0 "D B L . D R
PINNED
R O O F T R U S S E S @
2 4 " O .C .
ROOF TRUSSES @
24" O.C.
ROOF TRUSSES @
24" O.C.
R O O F T R U S S E S @
2 4 " O .C .
ROOF TRUSSES @
24" O.C.
R O O F T R U S S E S @
2 4 " O .C .
SMOKE
DET. SMOKE
DET.
WSHR w/
FLOOR
DRAIN
DRYER
A T T I C
A C C E S S
U P P E R S
FAN
LAUNDRY
TILE
3 2 "x 8 0 "
D O O R
S N K
U P P E R L E V E L
F L O O R T R U S S E S
2X6 WALL
2 X 6 W A L L
2 X 6 W A L L
2X6 WALL
2X6 WALL 2 X 6 W A L L
2X6 PLUMBING WALL
2 X 6 P L U M B I N G W A L L
2X6 PLUMBING WALL
2 X 6 P L U M B I N G W A L L
2 X 6 W A L L
ROOF TRUSSES ARE CALLED OUT AT 24" O.C.
ROOF SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 9'- 1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 96" FROM UPPER LEVEL
NOTE:
NOTE:
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED &
FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
4 2 "x 9 6 "
O P 'N G
1
06
1
08
1
09
3
07
3
08
3
06
3
09
2
08
4
09
2
07
4
10
R A I S E D
C O U N T E R -
T O P
PASS - THRU
M I R R O R
L'DRY BINS
SOLAR
TUBE
SOLAR
TUBE
SOLAR
TUBE
1
07
S L O P E D C L G .
S L O P E D C L G .
S L O P E D C L G .
S L O P E D
C L G .
S L O P E D C L G .
S L O P E D C L G .
SLOPED CLG.
CX135 FX
BEAM PER
MFG. SPEC.
2)CX16
BEAM PER
MFG. SPEC.
3)AX41
BEAM PER
MFG. SPEC.
3 )C X W 1 6
B E A M P E R
M F G . S P E C .
A31 FX
BEAM PER MFG. SPEC.
@ 54" FROM U.L.
A31
BEAM PER
MFG. SPEC.
3)AXW31
BEAM PER
MFG. SPEC.
CXW15
BEAM PER
MFG. SPEC.
A31
BEAM PER
MFG. SPEC.
C X W 1 4 F X
B E A M P E R
M F G . S P E C .
5 ' - 8 1 /4 "
6 ' - 3 3 /4 "
3'- 6"x6'- 0" CSMT
BEAM PER
MFG. SPEC.
3'- 6"x6'- 0" CSMT
BEAM PER
MFG. SPEC.
P6060
BEAM PER
MFG. SPEC.
6)CX16 FX
BEAM PER
MFG. SPEC.
L I N E O F C L G
H G T C H A N G E
2x6 WALL
3 0 "x 8 0 "
O P 'N G
48"
TALL
SHELVES
I S L A N D
18"
3 6 "
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
R - 4 MIN. INSULATION
AROUND PIPE IN
UNCONDITIONED SPACES
2x4 LADDER
TRUSS RAISED
FLOOR
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 3 A M
05
U p p e r L e v e l
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
ATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
1/4" = 1'- 0" 2 Detail - Passive Radon System
1/4" = 1'- 0" 3 Raised Floor Area
2PLY 9-1/2" LVL 2'-0"
FAN
CS-PF CS-PF
CS-PF CS-PF
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
TEMPER if within
60" of floor.
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing - 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SCREEN PATIO
UNDERDECKING
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
PARALLEL CHORD
ROOF TRUSSES
PER MFG. SPEC.
2X12 JOISTS @ 16" O.C.
CONTINOUS BEAM PER
MFG SPEC
SCREEN
PORCH
COMPOSITE
DECKING
PINE T&G CLG
6" 4' - 6"
9 ' - 3 "
E .H .
1 5 3 /1 6 "
10' - 3"
6 3 /4 "
7 ' - 1 0 7 /8 "FOS
24"
6:12 ROOF
SADDLE
7"
12"
7 ' - 2 3 /8 "
9 ' - 1 1 /8 "
1 0 ' - 1 1 /8 "
8' - 0" 8' - 0"
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
16"
12"
7"
12" 9 1 /4 "
E .H .
7 1 3 /1 6 "
E .H .
8 1 /1 6 "
RECESSED CLG.
24" 132" 24"
8 "
LUXURY
BATH
DINING
WET BAR
1 8 "
BEAM
FLUSH
PER MFG.
SPEC.
12" 24"
24"
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Roof Peak
30' - 10"
9 ' - 0 "
3 ' - 6 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SLOPED CLG.
21" 162" 21" 24" 138 1/2" 24"
27 1/8" 10" 27 1/8" 10" 27 1/8" 10" 27 1/8"
8 "8 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
V A U L T E D C L G A P E X
1 1 ' - 2 3 /4 "
O P 'N G
1 0 8 "
O P 'N G
9 6 "
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
14"
12"
6 1/2"
12"
3"
12"
EXERCISE
ROOM
FAMILY ROOM
FRONT
PORCH
foyer
GREAT
ROOM
BEDROOM #2 OWNER'S
SUITE
RECESSED CLG. 8" WOOD B'M RECESSED CLG.
8" WOOD B'M
BEAM FLUSH
PER MFG. SPEC.
BEAM FLUSH
PER MFG.
SPEC.
BEAM DROPPED
PER MFG. SPEC.
BEAM
DROPPED
PER MFG.
SPEC.
2x4 PARAPET WALLS VARIES IN
HEIGHT. HEIGHT WILL BE
DETERMINED BY 1/4":12" SLOPE OF
MAIN ROOF UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES
SLOPED @ 1/4" / 12" @ 24" O.C.
(PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES
SLOPED @ 1/4" / 12" @ 24" O.C.
(PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
2x4 PARAPET WALLS VARIES IN
HEIGHT. HEIGHT WILL BE
DETERMINED BY 1/4":12" SLOPE OF
MAIN ROOF UNLESS NOTED
2 4 "
24"
8' - 0" 6' - 0"
7 1 /4 "
1 0 ' - 1 1 /8 "
1 0 ' - 8 3 /8 "
12' - 0" 10' - 0" 4' - 0" 14' - 0"
6" 12"
24" 9 ' - 1 1 /8 "
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
CANTILEVER
INSULATION:
SPRAY FOAM
INSULATION R - 30
MIN.
24"
E .H .
6 7 /8 "
7"
12"
10' - 3" 10' - 3"
9 ' - 3 "
8 ' - 0 "
V A U L T E D C L G . A P E X
1 4 ' - 9 1 /8 "
9 ' - 4 "
3 ' - 6 "
1 5 "
1 8 "
52 1/8" 52 1/8" 52 1/8" 52 1/8"
SCREEN PATIO
UNDERDECKING
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
PARALLEL CHORD
ROOF TRUSSES
PER MFG. SPEC.
2X12 JOISTS @ 16" O.C.
CONTINOUS BEAM PER
MFG SPEC
8 x 8 C O L U M N W R A P P E D
8 x 8 C O L U M N
W R A P P E D
G U A R D R A I L
3 6 "
6 6 1 /8 "
SCREEN
PORCH
COMPOSITE
DECKING
PINE T&G CLG
E .H .
1 5 3 /1 6 "
24" 24"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 4 A M
06
C r o s s S e c t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
1/4" = 1'- 0" 1 Cross Section - Dining/Screen Porch
1/4" = 1'- 0" 3 Cross Section - Foyer/Great Room
1/4" = 1'- 0" 2 Detail - Screen Porch
Stepped 2nd Floor
10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg.
19' - 6"
Garage T.O.F.
- 1' - 8 1/4"
9 ' - 1 1 /8 "
5 ' - 6 1 1 /1 6 "
E .H .
8 1 /1 6 "
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
E .H .
5 1 9 /1 6 "
6 6 1 1 /1 6 "
9 1 /4 "
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
GIRDER
TRUSS FLUSH
PER MFG.
SPEC.
3 ' - 6 "
BEDROOM #3
3' - 0" 7' - 8 3/4" 7' - 8 3/4" 3' - 0"
24"
E .H .
2 5 5 /1 6 "
16"
12"
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
07
4
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation - 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Roof Peak
30' - 10"
Stepped 2nd Floor
10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg. 19' - 6"
Garage T.O.F. - 1' - 8 1/4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
CONCRETE STEPS
3 ' - 6 "
9 ' - 0 "
3 ' - 6 "
SCREEN PATIO
UNDERDECKING
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
PARALLEL CHORD
ROOF TRUSSES
PER MFG. SPEC.
2X12 JOISTS @ 16" O.C.
CONT. BEAM PER
MFG SPEC
SCREEN
PORCH
COMPOSITE
DECKING
PINE T&G CLG
OUTDOOR GRILL
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
E .H .
6 7 /8 "
9 ' - 4 "
9 ' - 3 "
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
2 1 "
2 0 1 /4 "
8 ' - 4 1 /8 "
2 1 "
3 3 /4 "
18' - 0" 14' - 0" 13' - 0" 21' - 0"
6"
6"
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
6 1/2"
12"
14"
12"
7"
12"
GUEST BEDROOM
W.I.C. MUD
ROOM
GARAGE
BEDROOM #3
BATH
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL T .O .F . T O W D W R .O .
7 ' - 6 "
SLOPED CLG.
08
4 09
2
72" 72" 72"
1 2 "
DROPPED
CLG.
HVAC
24"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
GREAT
ROOM
FAMILY ROOM
ROOF TRUSSES
PER MFG. SPEC.
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
E .H .
2 5 1 /1 6 "
4' - 0" 14' - 0"
3 ' - 6 "
24"
5 1/2"
24"
1 4 1 3 /1 6 "
14 5/16"
20" RADIUS
2 x 6 R A F T E R T A I L2x4 L O O K O U T
1/2" BENDABLE
PLYWOOD
1 3 5 .0 0 °
3 8 1 1 /1 6 "
2x4 LOOK OUT 2x6
6"
R O O F T R U S S E S
P E R M F G S P E C
5 9 .0 0 °EAVE DRIP
COMPOSITE
FASCIA
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 6 A M
07
C r o s s S e c t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
1/4" = 1'- 0" 3 Cross Section - Garage/Bedroom#3
1/4" = 1'- 0" 2 Cross Section - Garage/Screen Porch
1/4" = 1'- 0" 1 Detail - Great Room E.H.
1" = 1'- 0" 4 Detail - Radius Garage Overhang
1 1/2" = 1'- 0" 5 Detail - Front Gabel Fascia
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Roof Peak
30' - 10"
Stepped 2nd Floor 10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg.
19' - 6"
Garage T.O.F.
- 1' - 8 1/4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
TYPICAL STAIRCASE CONSTRUCTION:
6'- 10" MINIMUM HEADROOM
(3) 11 - 7/8" STAIR STRINGER w/1 - 1/8" x 11 - 1/4"
PARTICLE BOARD TREADS
PROVIDE 34" - 36" HGT HANDRAILS
& GUARDS RAILS PER CODE
MAIN STAIRCASE
LANDING CONSTRUCTION:
2 - 4 x 8 RECTANGLE STEEL
TUBE SUPPORTS
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
9 6 "
3/4" SUBFLOOR
2x4 LADDER TRUSS
@ 19.2" O.C.
12"
2 4 "
ROOF TRUSSES
PER MFG. SPEC.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
KIDZ LOFT
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
3 ' - 6 "
9 ' - 0 "
9 ' - 0 "
2 2 ' - 1 1 1 /4 "
1 0 ' - 8 1 /4 "
4 ' - 1 0 "
6 ' - 3 7 /8 "
4 ' - 3 3 /8 "
6 ' - 1 3 /8 "
6 ' - 0 1 5 /1 6 "
6 ' - 0 1 5 /1 6 "
1 7 R I S E R S
1 0 ' - 4 3 /4 "
2 0 R I S E R S
1 2 ' - 1 7 /8 "
7 5 /1 6 "
11"
11"
7 5 /1 6 "
13' - 3" 9 6 "
47' - 0" 23' - 0"
6"
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
9 ' - 1 1 /8 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 0 1 1 3 /2 5 6 "
16"
12"
5"
12"
2 0 1 /4 "
8 ' - 4 1 /8 "
2 1 3 /8 "
2 1 3 /4 "
3 3 /4 "
11"
7 "
HALLWAY
STAIRS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
ARCADE GAMES MECHANICAL
ROOM
PANTRY BATH
ROOF TRUSSES
PER MFG. SPEC.
LOWER STAIRCASE
LANDING CONSTRUCTION:
2 - 2x8 HEADER
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
24" 66 1/2" 24"
8 "
2x4 PARAPET WALLS VARIES IN HEIGHT. HEIGHT
WILL BE DETERMINED BY 1/4":12" SLOPE OF MAIN
ROOF UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES SLOPED @ 1/4" / 12" @
24" O.C. (PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
STAIRCASE
LANDING
SUPPORTS
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation - 1' - 8 1/4"
First Floor Clg. 10' - 1 1/8"
Roof Peak
30' - 10"
Garage Clg.
8' - 4 1/8"
Garage T.O.F. - 1' - 8 1/4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
9 ' - 0 "
9 ' - 0 "
2' - 0" 52' - 0" 16' - 0"
6"
6" 6"
16"
12"
7"
12"
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
E .H .
2 9 9 /1 6 "
8 ' - 4 1 /8 "
1 ' - 8 1 /4 "
1 ' - 9 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
GUEST
BEDROOM BATH GAME
ROOM
FAMILY
ROOM
GREAT
ROOM KITCHEN
BUTLER
PANTRY
MUD
ROOM
GARAGE
BEDROOM #4 W.I.C. OWNER'S SUITE
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
1 1 ' - 2 3 /4 "
VAULTED CLG APEX
RECESSED CLG.
3' - 9" 27' - 6" 3' - 9"
8 "
58" 10" 58" 10" 58" 10" 58" 10" 58"
8" WOOD B'M
R O O F T R U S S E S
P E R M F G . S P E C .
30"
ROOF TRUSSES
PER MFG. SPEC.
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
2 0 1 /4 "
8 ' - 4 1 /8 "
2 1 "
2 1 "
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
3 3 /4 "
2 4 3 /4 "
1 8 3 /4 "
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
E .H .
1 1 1 5 /1 6 "
ROOF TRUSSES
PER MFG. SPEC.
4 1/4"
12"
10' - 0"
6"
24"
2 4 "
W.I.C.
BATH
9 ' - 0 "
3/4" SUBFLOOR
2x4 LADDER TRUSS @ 19.2" O.C.
24"
24"
2 x 4 R A F T E R T A I L S
COMPOSITE
VENTED SOFFIT
1x6 COMPOSITE
FASCIA
E A V E D R I P
2x4 LOOK - OUT
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 7 A M
08
C r o s s S e c t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
1/4" = 1'- 0" 1 Cross Section - Garage/Staircase
1/4" = 1'- 0" 3 Cross Section - Great Room/Garage
1/4" = 1'- 0" 2 Detail - W.I.C. E.H./Raised 2nd Floor
1" = 1'- 0" 4 Detail - Typical Overhang Construction
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation - 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Roof Peak
30' - 10"
Stepped 2nd Floor
10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg. 19' - 6"
Garage T.O.F. - 1' - 8 1/4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
CANTILEVER
INSULATION:
SPRAY FOAM
INSULATION R - 30
MIN.
10' - 0" 12' - 0"
24"
2 4 "
7 1 /4 "
1 0 ' - 1 1 /8 "
1 0 ' - 8 3 /8 "
9 ' - 0 "
3 ' - 6 "
F L R D I F
2 1 "
1 ' - 8 1 /4 "
8 ' - 4 1 /8 "
1 ' - 9 "3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
GIRDER TRUSS
FLUSH
PER MFG.
SPEC.
BEDROOM #3
9 ' - 1 1 /8 "
5 ' - 6 1 1 /1 6 "
ROOF TRUSSES
PER MFG. SPEC.
9 ' - 1 1 /8 "
8 ' - 6 3 /8 "
E .H .
8 1 /1 6 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
E .H .
1 3 1 /8 "E .H .
4 4 1 5 /1 6 "
E .H .
8 1 /1 6 "
3 3 /4 "
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
12' - 0" 11' - 0" 13' - 0" 10' - 3 1/4" 10' - 8 3/4" 13' - 0"
16"
12"
16"
12"
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
BEDROOM #2
OFFICE
EXERCISE
ROOM
FRONT
PORCH
2x4 PARAPET WALLS VARIES IN
HEIGHT. HEIGHT WILL BE
DETERMINED BY 1/4":12" SLOPE OF
MAIN ROOF UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES
SLOPED @ 1/4" / 12" @ 24" O.C.
(PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
BEAM
FLUSH
PER MFG.
SPEC.
BEAM FLUSH
PER MFG.
SPEC.
ROOF TRUSSES
PER MFG. SPEC.
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
7' - 8 3/4" 7' - 8 3/4" 7' - 0" 7' - 0"
9 1 /4 "
9 1/4"
ROOF TRUSSES
PER MFG. SPEC.
6"
1 8 "
First Floor
0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement - 10' - 4 3/4"
T.O. Footing - 10' - 8 1/4"
Top of Foundation - 1' - 8 1/4"
First Floor Clg. 10' - 1 1/8"
Roof Peak
30' - 10"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
2x4 PARAPET WALLS VARIES
IN HEIGHT. HEIGHT WILL BE
DETERMINED BY 1/4":12"
SLOPE OF MAIN ROOF
UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES
SLOPED @ 1/4" / 12" @ 24" O.C.
(PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
10' - 0" 4' - 0" 14' - 0"
12"
14"
12"
6 1/2"
12"
E .H .
V A R I E S
2 4 "
9 ' - 1 1 /8 "
E .H .
6 7 /8 "
1 0 ' - 1 1 /8 "
8 ' - 1 0 "
4 ' - 3 3 /8 "
6 ' - 1 3 /8 "
6 ' - 0 1 5 /1 6 "
6 ' - 0 1 5 /1 6 "
1 0 ' - 4 3 /4 "
1 2 ' - 1 7 /8 "
1 1 ' - 1 7 /8 "
9 ' - 0 "
2 2 ' - 1 1 1 /4 "
1 3 1 /8 "
2 0 1 /4 "
2 4 "
24" 16' - 0"
1 0 ' - 8 3 /8 "
7 1 /4 "
1 0 ' - 1 1 /8 "
LINE OF MAIN LEVEL
2x4 PARAPET WALLS VARIES IN HEIGHT. HEIGHT
WILL BE DETERMINED BY 1/4":12" SLOPE OF MAIN
ROOF UNLESS NOTED
1/4" SLOPED FLAT ROOF:
ENGINEERED ROOF TRUSSES
SLOPED @ 1/4" / 12" @ 24" O.C.
(PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
3 ' - 6 "
9 ' - 0 "
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
V A U L T E D C L G A P E X
1 1 ' - 2 3 /4 "
3"
12"
STAIRS
OWNER'S SUITE
FRONT
PORCH
GREAT
ROOM
FAMILY ROOM
TYPICAL STAIRCASE
LANDING CONSTRUCTION:
2 - 2x8 HEADER
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
BEAM
FLUSH
PER MFG.
SPEC.
24"
24"
First Floor 0' - 0"
Second Floor
12' - 1 7/8"
Roof
21' - 3"
Basement - 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
Stepped 2nd Floor 10' - 4 7/8"
Garage Clg.
8' - 4 1/8"
Garage Clg.
8' - 4 1/8"
Stepped 2nd Clg.
19' - 6"
Garage T.O.F.
- 1' - 8 1/4"
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
3 ' - 6 "
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
E .H .
3 4 1 1 /1 6 "
7 ' - 2 7 /1 6 "
E .H .
7 1 /2 "
9 ' - 1 1 /8 "
E .H .
1 3 1 /8 "
T .O .F . T O W D W R .O .
7 ' - 6 "
E .H .
8 7 /1 6 "
T .O .F . T O T O P P L A T E
1 0 ' - 0 3 /8 "
8' - 0" 15' - 0" 10' - 11 1/2" 8' - 0 1/2"
9
1
/
4
"
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
7"
12"
7"
12"
1 2 ' - 2 1 /2 "
10"
STORAGE
ROOM
KIDZ LOFT
GARAGE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS SAND
BED GRANULAR FILL
BEAM FLUSH
PER MFG. SPEC.
BEAM FLUSH
PER MFG. SPEC.
S U B F L O O R T O W D W R .O .
7 5 "
38 13/16"
24"
24"
24"
2X8 JOISTS PITCHED @
16" O.C. w/SOLID
BLOCKING BETWEEN
EACH JOIST
24"
PROVIDE SOLID
BLOCKING FOR
CANOPY HANGERS
1/4" SLOPED CANOPY ROOF:
2x8 JOISTS SLOPED @ 1/4" / 12"
@ 16" O.C. (PER MFG. SPEC.)
SELF - BITUMINOUS MEMBRANE
w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18"
ABOVE ABUDDING WALLS
3/4" PLYWOOD SHEATHING
w/STEEL CLIPS
COMPOSITE FASCIA
CANT STRIP
9 1 /4 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :0 9 A M
09
C r o s s S e c t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
1/4" = 1'- 0" 1 Cross Section - Office/Garage
1/4" = 1'- 0" 4 Cross Section - Front Porch/Great Room 1/4" = 1'- 0" 3 Cross Section - Garage/Kidz Loft
1" = 1'- 0" 2 Detail - Typical Canopy Construction
UP
UP
DN
DN DN
DN
DN
1645 SF
LOWER LEVEL
362 SF
SCREEN PATIO
98 SF
MECH.
1825 SF
MAIN LEVEL
362 SF
SCREEN PORCH
1160 SF
GARAGE
446 SF
FRONT PORCH
2107 SF
UPPER LEVEL
287 SF
KIDZ LOFT
129 SF
STORAGE
134 SF
STAIRCASE
6 1/2"
12"
E .H .
6 7 /8 "
9 ' - 1 1 /8 "
2 4 3 /4 "
1 0 ' - 1 1 /8 "
1 8 3 /4 "
8 ' - 1 0 "
L O W E R L E V E L W I N D O W H E A D E R H E I G H T
8 ' - 0 "
G R E A T R O O M R E A R E L E V A T I O N W I N D O W H E A D E R H E I G H T
9 ' - 6 "
U P P E R L E V E L W I N D O W H E A D E R H E I G H T
8 ' - 0 "
3 ' - 6 "
ROOF, CEILING & EAVE
CONSTRUCTION:
WALL
CONSTRUCTION:
FOUNDATION WALL &
BASEMENT SLAB
CONSTRUCTION:
MAIN LEVEL
CONSTRUCTION:
UPPER LEVEL
CONSTRUCTION:
ARCHITECTURAL GRADE ASPHALT
SHINGLES
#15FELT & ICE & WATER SHIELD (6'- 0")
1/2" OSB SHEATHING w/STEEL CLIPS
TRUSSES @ 24" O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2X4 LOOKOUTS
2X6 SUB FASCIA w/ 6" COMPOSITE FASCIA
COMPOSITE VENTED SOFFITS
COMPOSITE FRIEZE BOARDS
R - 50 BLOWN INSULATION
POLY VAPOR BARRIER
5/8" GYP. BRD. CEILING
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
24" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED
ON SPANS)
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R - 21)
SIDING PER ELEVATION
HOUSE WRAP (WRAP
WINDOWS PER MFG. SPEC.)
1/2" OSB SHEATHING
2X6 STUDS @16" O.C.
DBL. TOP PLATE
R - 21 WALL INSULATION
4 MIL POLY VAPOR BARRIER
1/2" GYP. BRD.
2X6 SOLE PLATE
ALL DETAILS TO CONFORM W/
ENERGY CODE
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
18" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED ON
SPANS)
FLASHING UNDER SILLS & STOOPS
TREATED 2X6 SILL PLATE w/
SEALER
1/2" ANCHOR BOLTS @ 6' O.C. & 1'
FROM CORNERS
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R - 21)
WATERPROOFING
EXTERIOR THERMAL WALL:
2" RIGID INSULATION (R - 10) APPLIED TO
EXTERIOR, PROVIDE FLASHING TO
COVER EXPOSED INSULATION
POURED CONC. WALL PER PLAN
REINFORCE WALLS PER CODE AND
ENGINEER'S SPECIFICATIONS
20" X 8" CONTINUOUS CONC. FOOTING
UNLESS OTHERWISE NOTED
4" CONC. SLAB
VAPOR/MOISTURE BARRIER PER IRC
SECTION 506 EXTENDING UP THE WALL
AND SEALED TO FOUNDATION WALL
4" SAND/AGGREGATE FILL
INTERIOR & EXTERIOR 4"
DIA. PERFORATED DRAIN
TILE PIPED TO SUMP
BASKET
INTERIOR THERMAL WALL:
1" RIGID INSULATION (R - 5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
5 1 /2 "
2' - 0"
M A I N L E V E L W I N D O W H E A D E R H E I G H T
9 ' - 0 "
24"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licens ed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by th e manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclo sed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428 - 8200. David
Charlez Design retains rights to all plans and detail shown.
1 1 /2 0 /2 0 1 8
1 0 :5 5 :1 0 A M
10
S q u a r e F o o t a g e C a l c u l a t i o n s
S D C - S c o l e s
R e s i d e n c e - C D - R E V 2 - L M C
S c o l e s R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
9 .2 8 .2 0 1 8
S M M
1 9 4 7 5 I t e r i A v e .
L a k e v i l l e , M N 5 5 0 4 4
LOWER LEVEL:
SQUARE FOOTAGE
CALCULATIONS
1645 SQ. FT. LOWER LEVEL
98 SQ. FT. MECHANICAL ROOM
362 SQ. FT. SCREEN PATIO
1825 SQ. FT. MAIN LEVEL
1160 SQ. FT. GARAGE
362 SQ. FT. SCREEN PORCH
446 SQ. FT. FRONT PORCH
2107 SQ. FT. UPPER LEVEL
287 SQ. FT. KIDZ LOFT
129 SQ. FT. STORAGE
134 SQ. FT. STAIRCASE
5864 SQ. FT. FINISHED TOTAL
(DOES NOT INCLUDED U.L. STAIRCASE)
GENERAL NOTES
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS
OTHERWISE NOTED)
3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING
4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.
5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD
6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND
50% AT SOFFIT - MIN
7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE
NOTED. UNDERCUT MIN 1"
8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER.
9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF
A DOORWAY SHALL BE TEMPERED GLASS
10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR
EQUIVALENT
11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR
12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES
13. 1/2" AIR SPACE ON EACH SIDE OF MICRO - LAM BEAM & MIN 3" BEARING ON CONCRETE
14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE
TO PASS THROUGH
15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE
16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE
TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY
17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS
18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER
SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE
19. PROVIDE DRAFT STOPS PER UBC 708.3
20. FIRE BLOCK ALL CHASES AT EACH FLOOR - CEILING ASSEMBLY OR AT 10' MAX
INTERVALS
21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE
22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD
23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS
24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED
MATERIALS
25. BLOCK PATIO DOORS WITHOUT A DECK
26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC
27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES
28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE
ROOMS
29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE
STAIRS
30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN
REQUIRED (IMC703)
31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED
32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE
62 - 2001 6.1)
33. DRYER VENT TO THE EXTERIOR - INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER
OPENINGS: (IMC504.4, 401.52 AND 604.1)
34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD
OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS.
CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE
VAPOR BARRIER (R307)
35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE.
ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL
36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH
OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A
TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE
REQUIRED AT MIN 4" O.C.
37. 4 - MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING.
FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED
38. WIND - WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING
INSULATION DAM @ CEILING CHANGES
39. WEATHER - RESISTIVE BARRIER - i.e. BUILDING WRAP TABLE R703.4
40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO
AT LEAST R - 3
41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE
WEATHERED - STRIPPED AND INSULATED.
42. NEW WOOD - BURNING FIREPLACES WILL HAVE TIGHT - FITTING FLUE DAMPERS AND
OUTDOOR COMBUSTION AIR.
43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6'
ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE
FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4",
WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL
DEVICES.
44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED
WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH
SLEEPING AREA OR BEDROOM.
45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi.
46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL
MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES.
EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES
C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR
ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE
LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10".
47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY
ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND
LATERAL LOADS.
48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE
INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL
COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A
MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER - RESISTIVE
BARRIER MUST LAP OVER THE ATTACHMENT FLANGE.
49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS
1/8" = 1'- 0" 1 Basement
1/8" = 1'- 0" 2 First Floor
1/8" = 1'- 0" 3 Second Floor
1/2" = 1'- 0" 4 Detail - Typical Wall Section
MAIN LEVEL:
UPPER LEVEL:
FINISHED TOTAL:
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Customer: Dakota County LumberJob Number: 307047-A Home Owner: SD CUSTOM / SCOLESJob Name: Roof Site Address: 19475 ITERI AVE Sales Rep: John Hummel City, ST, ZIP: LAKEVILLE MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 3/11/2019 Version: 8.2.4.272
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Customer: Dakota County LumberJob Number: 307047-C Home Owner: SD CUSTOM / SCOLESJob Name: 2nd Floor Site Address: 19475 ITERI AVE Sales Rep: John Hummel City, ST, ZIP: LAKEVILLE MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 3/4/2019 Version: 8.2.4.272
Double plate on floor truss end verts 1" GapHandframe down for box vault as req.Beam raised 8" into floor container, partially dropped fur down as req.Flush Beam BO Garage/House Wall
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8-04-02 10-01-0210-01-028-00 1-04-00 2-00-00 2-00-00 10-01-02 Customer: Dakota County LumberJob Number: 307047-C Home Owner: SD CUSTOM / SCOLESJob Name: 2nd Floor Site Address: 19475 ITERI AVE Sales Rep: John Hummel City, ST, ZIP: LAKEVILLE MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 3/11/2019 Version: 8.2.4.272
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-08 16:45:58
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Load Short Form Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:
19475 Iteri Ave, Lakeville, mn
Design Information
InfiltrationClgHtg
SimplifiedMethod88-15Outside db (°F)
Semi-tightConstruction quality7572Inside db (°F)
0Fireplaces1387Design TD (°F)
M-Daily range
5030Inside humidity (%)
3134Moisture difference (gr/lb)
HEATING EQUIPMENT COOLING EQUIPMENT
Make Lennox Make Lennox
Trade LENNOX Trade LENNOX
Model EL296UH110XE60C-*Cond XC14-060-230-**
AHRI ref 5625720 Coil C33-50/60C+EL296UH110XE60C*+TDR+TXV
AHRI ref 5697852
Efficiency 96 AFUE Efficiency 11.7 EER, 14 SEER
Heating input Btuh110000 Sensible cooling Btuh39550
Heating output Btuh106000 Latent cooling Btuh16950
Temperature rise °F53 Total cooling Btuh56500
Actual air flow cfm1883 Actual air flow cfm1883
Air flow factor cfm/Btuh0.019 Air flow factor cfm/Btuh0.052
Static pressure in H2O0 Static pressure in H2O0
Space thermostat Load sensible heat ratio 0.83
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft²)(Btuh)(Btuh)(cfm)(cfm)
below grade 1295 7993 437 156 23
main floor 1846 35974 15462 700 806
second floor 2667 36652 14587 713 760
walk out 551 16149 5652 314 295
Entire House d 6358 96767 36138 1883 1883
Other equip loads 5960 2946
Equip. @ 0.93 RSM 36309
Latent cooling 7996
TOTALS 6358 102728 44305 1883 1883
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-08 16:45:58
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Loads for Multiple Orientations Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:
19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:
Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
)M(18-Daily range (°F)
72-Wet bulb (°F)
7.515.0Wind speed (mph)
Front Door North Northeast East Southeast South Southwest West Northwest
Sensible Load (Btuh)33137 37423 37170 37173 31997 35888 36309 36780
Latent Load (Btuh)7996 7996 7996 7996 7996 7996 7996 7996
Total Load (Btuh)41133 45419 45166 45169 39993 43884 44305 44775
Heating AVF (cfm)1883 1883 1883 1883 1883 1883 1883 1883
Cooling AVF (cfm)1883 1883 1883 1883 1883 1883 1883 1883
Building Orientation Cooling Load
To
t
a
l
C
o
o
l
i
n
g
L
o
a
d
(
B
t
u
h
)
Direction Front Door faces
0
10000
20000
30000
40000
50000
N NE E SE S SW W NW
Front Door faces WestCurrent Orientation:
Front Door faces NortheastHighest Cooling Load:
Bold/italic values have been manually overridden
2018-Nov-08 16:46:00
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Building Analysis Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US 1387Design TD (°F)ft837Elevation:5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Heating
Walls
Glazing OtherCeilings
Floors
Infiltration
Ventilation
% of loadBtuhBtuh/ft²Component
23.5241564.4Walls 39.04009227.8Glazing 0.663930.4Doors 4.747841.7Ceilings 6.365172.42.4Floors 20.0205793.8Infiltration 00Ducts00Piping00Humidification5.85960Ventilation0Adjustments100.0102728Total
Cooling
Walls
Glazing
Other
Ceilings
Infiltration
Internal Gains
Ventilation
% of loadBtuhBtuh/ft²Component
8.734160.6Walls 63.12466517.1Glazing 0.51878.9Doors 6.926921.0Ceilings 0.52120.1Floors 4.115870.3Infiltration 00Ducts7.52946Ventilation8.63380Internal gains 00Blower0Adjustments100.039084Total
Latent Cooling Load = 7996 BtuhOverall U-value = 0.072 Btuh/ft²-°F
Data entries checked.
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
380.1113233.9515.00.042335n
380.1113233.9515.00.042335s
620.1121633.9515.00.042548w
1370.1148093.9515.00.0421218all
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
8100.8243114.3520.00.050991n
10020.8253324.3520.00.0501226e
6240.8233234.3520.00.050764s
5840.8231104.3520.00.050715w
30210.82160764.3520.00.0503696all
Partitions
12F-0sw: Frm wall, 1/2" wood shth, r-21 cav ins, 5/8" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
2580.4532715.6521.00.065579
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
26437.71954027.800.320343n
1022421.91302627.800.320468e
108513.0233227.800.32084s
700921.9893027.800.320321w
2096117.33382827.800.3201215all
10A-m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
64215.3116927.800.32042e
157321.9200427.800.32072e
116613.0250627.800.32090s
32115.358527.800.32021w
370316.5626427.800.320225all
Doors11N0: Door, mtl eps core type 1878.9163930.48.70.35021n
Ceilings16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
26920.9847841.7450.00.0202750
Floors
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 2...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
19A-30bscp: Part floor, carpet flr fnsh, r-30 ins, frm flr, 12" thkns, 5/8"
gypsum board int fnsh
350.372332.4830.00.03494
19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-11 wall insul
1780.2211981.4830.00.049810
21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.0201295 0022531.74
22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10
edge ins
00283430.910.00.35592
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 3...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions Date:below grade By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
380.1113233.9515.00.042335n
380.1113233.9515.00.042335s
620.1121633.9515.00.042548w
1370.1148093.9515.00.0421218all
Partitions(none)
Windows
(none)
Doors
(none)
Ceilings(none)
Floors21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.0201295 0022531.74
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 4...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions Date:main floor By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
2490.8213274.3520.00.050305n
3040.8216204.3520.00.050372e
700.823744.3520.00.05086s
1930.8210244.3520.00.050236w
8170.8243454.3520.00.050999all
Partitions
12F-0sw: Frm wall, 1/2" wood shth, r-21 cav ins, 5/8" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
2580.4532715.6521.00.065579
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
20587.71743127.800.320267n
502421.9640027.800.320230e
310821.9396027.800.320142w
1019015.91779227.800.320639all
1A-c1omd: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
116613.0250627.800.32090s
32115.358527.800.32021w
148813.4309027.800.320111all
Doors
11N0: Door, mtl eps core type 1878.9163930.48.70.35021n
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
810.981441.7450.00.02083
Floors(none)
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 5...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions Date:second floor By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
4200.8222344.3520.00.050514n
4180.8222234.3520.00.050511e
4270.8222734.3520.00.050523s
3920.8220864.3520.00.050479w
16570.8288164.3520.00.0502027all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
4867.71175427.800.32063n
321221.9409227.800.320147e
70013.0150327.800.32054s
390121.9497027.800.320179w
829918.81232027.800.320443all
Doors(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
26110.9846401.7450.00.0202667
Floors
19A-30bscp: Part floor, carpet flr fnsh, r-30 ins, frm flr, 12" thkns, 5/8"
gypsum board int fnsh
350.372332.4830.00.03494
19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-11 wall insul
1780.2211981.4830.00.049810
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 6...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions Date:walk out By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
Semi-tightConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
1410.827494.3520.00.050172n
2800.8214904.3520.00.050343e
1270.826754.3520.00.050155s
5480.8229154.3520.00.050670all
Partitions(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
987.7135527.800.32013n
198821.9253327.800.32091e
38613.082827.800.32030s
247218.5371727.800.320134all
10A-m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
64215.3116927.800.32042e
157321.9200427.800.32072e
221619.4317427.800.320114all
Doors(none)
Ceilings
(none)
Floors
22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10
edge ins
00283430.910.00.35592
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-08 16:46:00Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:Project Summary Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:19475 Iteri Ave, Lakeville, mn
Notes:
Design Information
Minneapolis-St Paul Int'l Arp, MN, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F-15 Outside db °F88Inside db °F72 Inside db °F75Design TD °F87 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb31
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh96767 Structure Btuh36138DuctsBtuh0DuctsBtuh0Central vent (SER=70% 214 cfm)Btuh5960 Central vent (SER=0% 214 cfm)2946 BtuhHeat recovery Heat recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh102728 Use manufacturer's data nRate/swing multiplier 0.93InfiltrationEquipment sensible load Btuh36309
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Semi-tight0Fireplaces Structure Btuh3579DuctsBtuh0Central vent (214 cfm)Btuh4417CoolingHeatingHeat recovery63586358Area (ft²)Equipment latent load Btuh79965319853198Volume (ft³)Air changes/hour 0.130.25 Equipment Total Load (Sen+Lat)Btuh44305Equiv. AVF (cfm)115222 Req. total capacity at 0.70 SHR ton4.3
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make LennoxTradeLENNOXTradeLENNOXModelEL296UH110XE60C-*Cond XC14-060-230-**AHRI ref 5625720 Coil C33-50/60C+EL296UH110XE60C*+TDR+TXVAHRI ref 5697852Efficiency96 AFUE Efficiency 11.7 EER, 14 SEERHeating input Btuh110000 Sensible cooling Btuh39550Heating output Btuh106000 Latent cooling Btuh16950Temperature rise °F53 Total cooling Btuh56500Actual air flow cfm1883 Actual air flow cfm1883Air flow factor cfm/Btuh0.019 Air flow factor cfm/Btuh0.052Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.83
Bold/italic values have been manually overridden
2018-Nov-08 16:46:00
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
...k up nov 18\binder heating\Scoles residence.rup Calc = MJ8 Front Door faces: W
Job:AED Assessment Date:Entire House By:
Tony Ledo
Phone: 763-229-4252
Project Information
Scoles Residence, Binder HeatingFor:
19475 Iteri Ave, Lakeville, mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F))M(18-Daily range (°F)
72-Wet bulb (°F)7.515.0Wind speed (mph)
Test for Adequate Exposure Diversity
Hourly Glazing Load
Hourly Average AED limit
Gla
z
i
n
g
l
o
a
d
(
B
t
u
h
)
Hour of Day
0
5,000
10,000
15,000
20,000
25,000
30,000
35,000
8 9 10 11 12 13 14 15 16 17 18 19 20
Maximum hourly glazing load exceeds average by 13.1%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
Job:Right-J® Worksheet Date:Entire House By:Tony Ledo
Phone: 763-229-4252
1 Room name Entire House below grade
2 Exposed wall 638.0 ft 121.8 ft3Room height 10.0 dft 10.0 heat/coolft
4 Room dimensions ft1294.6x1.0
5 Room area 6357.6 ft²1294.6 ft²
Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load
number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.953.95 0.110.11 335 335 1323 38 335 335 1323 38.WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.820.82 1334 991 4311 810 0 0 0 0.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 343 0 9540 2643 0 0 0 0
.WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.820.82 1808 1226 5332 1002 0 0 0 0
11 GG 10A-m10A-m 0.3200.320 ee 27.8427.84 15.3015.30 42 0 1169 642 0 0 0 0
GG 1A-c1omd1A-c1omd 0.3200.320 ee 27.8427.84 21.8521.85 72 0 2004 1573 0 0 0 0
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 468 0 13026 10224 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.953.95 0.110.11 335 335 1323 38 335 335 1323 38
WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ss 4.354.35 0.820.82 938 764 3323 624 0 0 0 0GG1A-c1omd1A-c1omd 0.3200.320 ss 27.8427.84 12.9612.96 90 0 2506 1166 0 0 0 0
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ss 27.8427.84 12.9612.96 84 0 2332 1085 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ww 3.953.95 0.110.11 548 548 2163 62 548 548 2163 62WWIECC2012 frame zone 0.050IECC2012 frame zone 0.050 ww 4.354.35 0.820.82 1057 715 3110 584 0 0 0 0
GG 10A-m10A-m 0.3200.320 ww 27.8427.84 15.3015.30 21 0 585 321 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 321 0 8930 7009 0 0 0 0
PP 12F-0sw12F-0sw 0.0650.065 --5.655.65 0.450.45 600 579 3271 258 0 0 0 0
DD 11N011N0 0.3500.350 nn 30.4530.45 8.918.91 21 21 639 187 0 0 0 0
CC 16B-50ad16B-50ad 0.0200.020 --1.741.74 0.980.98 2750 2750 4784 2692 0 0 0 0
FF 19A-30bscp19A-30bscp 0.0340.034 --2.482.48 0.370.37 94 94 233 35 0 0 0 0FF19C-19cscp19C-19cscp 0.0490.049 --1.481.48 0.220.22 810 810 1198 178 0 0 0 0FF21A-32t21A-32t 0.0200.020 --1.741.74 0.000.00 1295 1295 2253 0 1295 1295 2253 0
FF 22B-10tpm22B-10tpm 0.3550.355 --30.8830.88 0.000.00 551 92 2834 0 0 0 0 0
Job #:
Performed for:
Scoles Residence
19475 Iteri Ave
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Scale: 1 : 123
Page 1
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Nov-08 16:46:16
...der heating\Scoles residence.rup
N
lower level
below grade
walk out
1883 cfm
105 cfm
105 cfm
156 cfm
105 cfm
Job #:
Performed for:
Scoles Residence
19475 Iteri Ave
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Scale: 1 : 123
Page 2
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Nov-08 16:46:16
...der heating\Scoles residence.rup
N
second floor
second floor
18'-0"
10'-6"
12'-0"
15'-9"
26'-0"
16'-0"
10'-0"
15'-6"
10'-0"
8'-6"14'-0"
12'-0"
18'-0"16'-0"
152 cfm
152 cfm
152 cfm
152 cfm
152 cfm
Job #:
Performed for:
Scoles Residence
19475 Iteri Ave
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Scale: 1 : 123
Page 3
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Nov-08 16:46:16
...der heating\Scoles residence.rup
N
main floor
main floor
garage
161 cfm
161 cfm
161 cfm
161 cfm161 cfm
Passive (No Fan)
Active (With fan and monitoring
device )
Location (or future location) of Fan:
Other Please Describe Here
Not applicable, all ducts located in conditioned space
Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
Passive
Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
" round duct OR
" metal duct
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor MN License Number
City Mailing Address of the Dwelling or Dwelling Unit
Ri
g
i
d
,
E
x
t
r
u
d
e
d
P
o
l
y
s
t
y
r
e
n
e
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Combustion Air Select a Type
Location of duct or system:
Rim Joist (2nd Floor+)
Building envelope air tightness:
Below Entire Slab
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
THERMAL ENVELOPE
Fo
a
m
O
p
e
n
C
e
l
l
Wall
Ri
g
i
d
,
I
s
o
c
y
n
u
r
a
t
e
Perimeter of Slab on Grade
RADON CONTROL SYSTEM
To
t
a
l
R
-
V
a
l
u
e
o
f
a
l
l
T
y
p
e
s
o
f
In
s
u
l
a
t
i
o
n
Type: Check All That Apply
Mi
n
e
r
a
l
F
i
b
e
r
b
o
a
r
d
Insulation Location Fo
a
m
,
C
l
o
s
e
d
C
e
l
l
Describe other insulated areas
Ceiling, flat
No
n
o
r
N
o
t
A
p
p
l
i
c
a
b
l
e
Fi
b
e
r
g
l
a
s
s
,
B
l
o
w
n
Fi
b
e
r
g
l
a
s
s
,
B
a
t
t
s
Foundation Wall
Output
in Tons:
Appliances Cooling System
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Make-up Air Select a Type
Domestic Water
Heater
Model
Heating System
Rim Joist (1st Floor)
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness:
Rating or Size
Efficiency
Heating Gain Cooling Load
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Residential Load
Calculation
SEER
/EER
Capacity continuous ventilation rate in cfms:
Heating Loss
Manufacturer
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Date Cert. Posted
R-value
MECHANICAL SYSTEMS
Builders Associaton of Minnesota version 101014
02/27/19 X
KP