2024-000314350 86th St N E
CITY OF Lot 2 Block 2- Edmonson Ridge
Monticello
BUILDING SAFETY Builder: JP Brooks Builders
505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404
CITY OF MONTICELLO
AS-BUILT SURVEY REQUIREMENTS CHECKLIST
Upon completion of the final lot grading, the permittee shall submit to the City of Monticello
certification that the final Ivt grading is in compliance with the approved site grading plan as
part of the building permit. The certification shall be signed by a registered Minnesota land
surveyor.
The certification shall contain at a minimum the information:
Indicate permanent iron monuments at each lot corner.
Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks,
V lakes, and T e 4 and 5 wetlands.
f As-built elevations of lot corners.
As-built elevations at building corners.
As-built elevations on the side yard swales at the extension of building corners and
hi h oints.
Proposed and as-built elevations of garage slab and lowest floor on walkouts.
f Top of curb elevation at the extension of property lines and center of driveway.
Elevations and location of any critical drainage ways located on the site (natural or
man-made indicated with draina e arrows and ercenta e of slo e.
fLabel all adjacent street and railroad right-of-way.
Erosion control and required landscape finishes (sod, grass, trees).
Driveway location, width at lot line, % of slope.
Show decks, porches, cantilevers and bay windows.
N/A Show individual significant trees 36" DBH (Diameter Breast Height)or larger
N/A Retaining wall top and bottom elevations.
Show adjacent property topo related to drainage with arrows
Sump pump outlet location on building footprint (natural drainage or piped to curb)
Show an Drain Tile installed in the ard.
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
AV -built Sunrey SETBACKS HOUSE TYPE
for
25- F t o o
S;de ZONING
30' Reor p,l/D.
JP Brooks Builde s Z°" S`°° S`'`
ORIVEWAY AREA TO STREET.•
924x SF.
Lot 2, Block 2, EDMONSON RIDGE 5 Aa a:
City of Montice/% Wright County, Minnesota
Full Yard 7,800# S.F. (To ,ro, o,m Eo,„t,
30' Behmd House = 4,95/Y- SF.
Addreae: 4360 8BM SL NE MaMlceflq MN 65382
PROPOSED IMPERVIOUS S(MFACES Z
roeoi ior a eo = ia,a sx sF o
BEARING AND DISTANCE INFORMATION IS PER THE RECORDED PLAT. Houx Area =^,'z-+,--a.r 2,185X SF.
Orivewqy/Wolk Area = 6Bfi-£F. 707X SF
EASEMENTS ARE SHOWN PER RECORDm PLAT UNLESS OTHER DOCUMENTATION WAS PROVIDED TO US. 7otol lmpervious Areo =r U
Totol lmpwMous Areo = 3/92X SF. (n.,zc) w
ELEV PER GRADING PLAN
P/ans by Alliant.
Goraga Floor EYev = 960.0
AS BUILT GRADING SURVEY I Cowest Floor E/evation = 9530
Reor Elewtian = 957.0
qpproved 6 Date 6 25L24 I REFERENCE B£NCHMARK.•
Rim of sonitary monhole on 86th St.
NE neor Wesf p/at boundary.
E/ewtion = 957./5 /eet (P/ot Datum)
LEGEND: PROPOSED HOUSE ELEJLATIONS
o«otaa fo a iro mo ma t rop of Foundation E/ev = 96/.3 96/.3
953.0 Denotes as-built d elewtion w
groun 44„o Garoge Floor E/ev = 1J6a- 96/.0 Q
956.5 Denotes as-built elevation ` Lowest Floor Elev = 35's.3 953.3
x 976.a o«oc s .snoq qro oe i uoo /\ owest Opening E/ev =36-.rr 956.5
942.} Denotes proDoseO elevation \ p
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f - Denotea proposeA drainage Flow Q 44/l0
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Denotes flared enE section \ z 3"
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Denotes water service q9 4 p // Z z Y LL z
Dmotes sanitary sxNm q 9 7 \\ / / F N ¢ ,Uj JO
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SCALE: I" = 30'
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85th Street NE
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RESIDENCE FOR:
EDMONSON RIDGE
4350 86TH STREET NE
MONTICELLO, MINNESOT
THE MADISON
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ELEVATIONS 8 ROOF PLAN
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LOUDER FLOOR PLAN
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MAIN FLOOR PLAN
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ELECTRICAL PLANS
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INTERIOR ELEVATIONS/CABINETS
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BUILDING SECTIONS
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GENERAL NOTES
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TYPICAL DETAILS
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TYPICAL DETAILS
JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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THE MADISON
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DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
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1596
LOWER FLOOR FINISHED 1179
TOTAL FINISHED 2775:
FOUNDATION 1596
OVERALL SQUAREFEET 31921
GARAGE 758
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DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
TITLE SHEET
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1179
TOTAL FINISHED 2775:
FOUNDATION 1596
OVERALL SQUAREFEET 31921
GARAGE 758
TITLE SHEET
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INTERIOR ROUGH OPENING SCHEDULE
PRE -HUNG DOORS
ROUGH OPENING WIDTH - ADD 2" TO DOOR SIZE
6'-8" DOOR HEADER HEIGHT - 83" (ADD 3" TO 6'-8")
8'-0" DOOR HEADER HEIGHT - 99" (ADD 3" TO 8'-0")
BI -FOLD DOORS
ROUGH OPENING WIDTH - ADD 11/2" TO DOOR 51ZE
6'-8" DOOR HEADER HEIGHT - 82" (ADD 2" TO (o'-8")
POCKET DOORS
ROUGH OPENING WIDTH - DOOR SIZE x TWO, PLUS 2"
6'-8" DOOR HEADER HEIGHT - 82" (ADD 2" TO (o'-8")
DOUBLE PRE -HUNG
ASTRIGAL-DOOR WIDTH PLUS 3" (EX: 5'-O WIDE" = 63")
ROLLER -DOOR WIDTH PLUS 2" (EX: 5'-0" WIDE" = 62")
CEMENT BOARD TRIM
2) 2x6 POST
WINDOW PER PLAN
SILL PER SELECTIONS
EXTENSION JAMB PER SELECTIONS
MULL COVER PER SELECTIONS
WINDOW MULL DETAIL
TV CSI/ AI 1' l IMI r T L C l AT
INTERIOR ROUGH OPENING SCHEDULE
DRYWALL AND
CASED OPENINGS
WIDTH ON PLAN PLUS I" x HEIGHT ON PLAN PLUS 1/2"
3" FIN. RETURN (TYP) OR DIMENSIONED TO CENTER
BARN DOORS
ROUGH OPENING WIDTH - 1" SMALLER THAN DOOR SIZE
ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE
DOUBLE BARN
RO. WIDTH - I" SMALLER THAN COMBINED DOOR SIZE
ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE
FIREPLACE - 42"
ROUGH OPENING - 42 1/2" WIDE x 39" ABOVE FLOOR
BOTTOM OF ROUGH OPENING UP 4" FROM FLOOR
ACTUAL ROUGH OPENING HEIGHT 35" HIGH
FINISHED RETURN UNLESS
DIMENSIONED ON PLAN
OPENING SIZE PER PLAN
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OM FINISHED CEILING
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DRYWALL OPENING IDETAIL-
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NUMBER OF KING 5TUD5)
TYPICAL WINDOW HEADER
WITH 9' CEILING
WINDOW ROUGH OPENING SCHEDULE
WINDOW HEIGHTS
MAIN FLOOR HEADER HEIGHT - l'-11 3/8" U.N.O.
UPPER FLOOR HEADER HEIGHT - 6'-11 3/8" U.N.O.
LOWER WALKOUT HEADER HEIGHT - 6'-11 3/8" U.N.O.
LOWER LOOKOUT # FULL FNDTN - 6'-I1 1/2" U.N.O.
WINDOWS SET ON DOUBLE BOTTOM PLATE
WINDOWS (NON -MULLED) ROUGH OPENING IS ACTUAL (NOMINAL) SIZE - WDTH 8 HGT
WINDOWS (MULLED) R.O. IS ACTUAL (NOMINAL) OF BOTH (3050-2 = 12" WIDE)
HEADER SPANS
UP TO 4'-11" - 1 TRIMMER
5'-0" d UP - 2 TRIMMERS (UN.0)
2X6 EXTERIOR
WALL STUD
VAPOR BARRIER TO EXTEND
TO STUD -TAPE SEAM
EXTERIOR DOORS ROUGH OPENING c `RULE
ENTRY DOOR DOOR WIDTH PLUS 2 1/2" - DOOR HEIGHT PLUS 2 1/4"
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BRICKMOULD (B.M.) - WIDTH PLUS 4" / HEIGHT PLUS = 3"
12 TALL TRANSOM - ADD 2" TO HEIGHT FOR 14"
36 DOOR / 12 LITE 51 3/4 (WIDTH) x 95 3/4 (HEIGHT) - B.M. 53 1/2 x 96 1/2
36" DOOR / 14" LITE 53 3/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 55 1/2" x 96 1/2"
36" DOOR / 12" DBL LITE 65114" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 67 x 96 1/2"
36" DOOR / 14" DBL LITE 691/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 11" x 96 1/2"
SLIDING PATIO DOOR DOOR WIDTH x 80" (6'-8") - 12" ((o'-10) - 96"
GARAGE SERVICE DR 34" R.O. WIDTH x 82 1/2" R.O. HEIGHT (32"x80" DOOR)
2X6 EXTERIOR
WALL_ STUD
VAPOR BARRIER TO EXTEND
TO STUD -TAPE SEAM
HORIZONTAIL BLOCKING
INTERIOR WALL
WALL INTER5ECTION
TYPICAL DOUBLE TOP PLAT
NUMBER OF KING 5TUD5)
TYPICAL WINDOW HEADER
WITH S' CEILING
C.LILt:: 1/L" = 1'-U"
2X(o EXTERIOR
TYPICAL EXTERIOR CORNER
SC.ALt:: 1/L" = 1'-U"
GARAGE DOOR HEADER
INSIDE GARAGE
DOOR OPENINCs
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JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
FRAMING DETAILS
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ADJUST FOUNDATION AS _ JL------------ REQUIRED PER GRADE------
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FROOF FL AN i
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SCALE.- 1/8" = 1'-O" II
ROOF VENT CALCULATIONS
AREA Q. FT. SQ. IN. VENTS
LIVING 1596 383 8
158 182 4
GARAGE
RIGHT ELEVATION
GABLE END
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NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE
ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE
MATT=RIALS ARE AS INDICATED ON PLAN.
FRONT ELEVATION:
COMPOSITE OR VINYL LAP SIDING AS NOTED. THIS INCLUDES
LAP SIDING, SNAKE, OR BOARD AND BATTEN.
WINDOWS GRIDS (2x3 TYPICAL) FRONT ONLY.
STONE VENEER WITH 2" LEDGE GAP WHERE SHOWN. STONE
RETURNS AS NOTED ON PLAN.
4" CORNER BOARDS (VINYL OR COMPOSITE) AS NOTED.
4" COMPOSITE WINDOW AND DOOR TRIM FRONT ONLY
COMPOSITE GARAGE BUCKS (SEE DETAIL)
SIDE AND REAR ELEVATIONS:
VINYL LAP SIDING WITH VINYL CORNERS
NO WINDOW OR DOOR TRIM (U.N.O.)
WINDOW TRIM ON
SIDES AND REAR
1/2" DRYWALL
SIDING 1=RONT 2"x6" STUD ILIAL
VENEER PER
ELEVATION
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SIDING 1=RONT
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SIDE5 AND RE A
6:12 PITCH
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REAR ELEVATION
2"X4" WOOD TRIM BOARD
GARAGE DOOR
WEATHER STRIPPING
1x8 COMPOSITE GARAGE BUCK
GARAGE DOOR KEYPAD
SET AT 48" ABOVE FLOOR `<
6" CEMENT BOARD TRIM a
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2"X4" WOOD TRIM BOARD II
F
GARAGE DOOR
WEATHER STRIPPING
1x8 COMPOSITE GARAGE BUCK
GARAGE DOOR KEYPAD
SET AT 48" ABOVE FLOOR
STONE VENEER
GARAGE 5UC< IDETAIL
SCALE:: 1" = 1'-0"
A- i
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LSI
12" OVERHANG
MAIN FLOOR PLATE _
1596
FRIEZE PER PLAN
1-1GARAGE
WINDOW -HEIGHT
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FOUNDATION
158 182 4
GARAGE
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NOTE: VENTS ARE CALCULATED AT
ALUMINUM
53I1/300 NET FREE VENTILATING AREA
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TOP OF FOUNDATION
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TOP OF LOOKOUT
2x BLOCKING
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AS REQUIRED
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RIGHT ELEVATION
GABLE END
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ELEVATE ON NOTES
NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE
ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE
MATT=RIALS ARE AS INDICATED ON PLAN.
FRONT ELEVATION:
COMPOSITE OR VINYL LAP SIDING AS NOTED. THIS INCLUDES
LAP SIDING, SNAKE, OR BOARD AND BATTEN.
WINDOWS GRIDS (2x3 TYPICAL) FRONT ONLY.
STONE VENEER WITH 2" LEDGE GAP WHERE SHOWN. STONE
RETURNS AS NOTED ON PLAN.
4" CORNER BOARDS (VINYL OR COMPOSITE) AS NOTED.
4" COMPOSITE WINDOW AND DOOR TRIM FRONT ONLY
COMPOSITE GARAGE BUCKS (SEE DETAIL)
SIDE AND REAR ELEVATIONS:
VINYL LAP SIDING WITH VINYL CORNERS
NO WINDOW OR DOOR TRIM (U.N.O.)
WINDOW TRIM ON
SIDES AND REAR
1/2" DRYWALL
SIDING 1=RONT 2"x6" STUD ILIAL
VENEER PER
ELEVATION
1/2" DRYL
SIDING 1=RONT
12 UJINDOW TRIM Ole
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SIDE5 AND RE A
6:12 PITCH
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REAR ELEVATION
2"X4" WOOD TRIM BOARD
GARAGE DOOR
WEATHER STRIPPING
1x8 COMPOSITE GARAGE BUCK
GARAGE DOOR KEYPAD
SET AT 48" ABOVE FLOOR `<
6" CEMENT BOARD TRIM a
Q
2"X4" WOOD TRIM BOARD II
F
GARAGE DOOR
WEATHER STRIPPING
1x8 COMPOSITE GARAGE BUCK
GARAGE DOOR KEYPAD
SET AT 48" ABOVE FLOOR
STONE VENEER
GARAGE 5UC< IDETAIL
SCALE:: 1" = 1'-0"
A- i
12
LSI
LAP SIDINS-
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ADJUST FOUNDATION AS
REQUIRED PER GRADE------
NOTE: VINYL CORNERS
ON SIDES AND REAR
3/8" x 1'-4" WIDE SOFFIT
PER SELECTIONS
1x6" TRIM PER
SELECTIONS
PANEL PER
SELECTIONS
TREATED POST
SEE PLAN
1x8" TRIM PER
SELECTIONS
STONE CAP - -
16" STONE BASE
PER SELECTIONS
6:12 PITCH
12" OVERHANG
MAIN FLOOR PLATE _
1596
FRIEZE PER PLAN
1 179
WINDOW -HEIGHT
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FOUNDATION
PITCH (U.N.O.)
OVERALL SQUARE FEET
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GARAGE 758
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ALUMINUM SOFFIT
MAIN FLOOR
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TOP OF FOUNDATION
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CORNER TRIM
TOP OF LOOKOUT
PER PLAN
FOUNDATION
2x BLOCKING
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LOWER FLOOR
tOP OF FOOtINCx
LAP SIDINS-
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ADJUST FOUNDATION AS
REQUIRED PER GRADE------
NOTE: VINYL CORNERS
ON SIDES AND REAR
3/8" x 1'-4" WIDE SOFFIT
PER SELECTIONS
1x6" TRIM PER
SELECTIONS
PANEL PER
SELECTIONS
TREATED POST
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GLASS IN TOP PANELSTONE SILL GLASS IN TOP PANEL I PROFILE DETAIL
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JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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1i
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
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LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
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BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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1i
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
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ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE
FOUNDATION NOTES
I. WALL PROFILES ARE NOTED ON PLAN
2. WALL THICKNESS IS NOMINAL UNLESS STATED OTHERWISE.
3. WALL INSULATION PER CODE (SEE DETAILS)
4. FOOTINGS TYPIC,4LLY 5" THICK, WIDTH NOTED ON PLANS
5. INTERIOR BEARING WALLS - 2 "x6 or 2x4" (PER PLAN) ON
20"x8" CONTINUOUS CONCRETE FOOTINGS.
6. PAD FOOTINGS AT POINT LOAD LOCATIONS ARE NOTED
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FOUNDATION HEIGHTS
8'-4" x 5" FULL FOUNDATION
3'-6" x 5" LOOKOUT
4'-0" x 5" WALKOUT
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4'-0" x 5" GARAGE SIDES WITH 2" GARAGE LEDGE
4'-0" x 5" GARAGE FRONT WITH 2" DRIVEWAY LEDGE
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FRAMING NOTES
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ANGLED WALLS ARE 45°
HALF HIGH WALLS ARE 42" HIGH 6 16" O.C.
HALF HIGH WALLS (ANGLED) ARE 35" HIGH 6 16" O.C.
BEARING WALLS ARE 'a 16" O.C. (SHADED DARKER) WITH
NOTE: 16"x8" CONTINUOUS POURED CONC. FOUNDATION UNDER WALLS
WINDOWS AND DOORS
WALKOUT AND FULL FOUNDATION - 1'-0" 1/4" WINDOW HEIGHT
LOOKOUT - SET ON DOUBLE BOTTOM PLATE 42" MAX HEIGHT WINDOW
ROUGH OPENINGS: ADD 1/4" TO NOMINAL WINDOW SIZE.
EXAMPLE: 5040 WINDOW R.O. IS 60 1/4" X 48 1/4"
WINDOW AND DOOR HEADERS ARE (2)2"x10"
EGRESS AND TEMPERED WINDOWS ARE NOTED
EGRESS WELLS ARE SHOWN (SEE DETAILS)
BATHROOM NOTES
1. BATH VANITIES ARE 36" HIGH.
2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED
FLOOR (AFF). LOCATION NOTED ON PLANS.
3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF
4. BATHROOM MIRRORS ARE 36" HIGH, WIDTH PER PLAN,
AND ARE FRAME -LESS PLATE.
5. VANITY LIGHTS ARE MOUNTED AT 7-0" ABOVE FLOOR.
6. PROVIDE MINIMUM OF 15" FROM CENTER OF TOILET TO
SIDE WALL OR CABINET AND 21" CLEAR IN FRONT OF
TOILET
FIRE PROTECTION NOTES
I. CEILINGS IN MECHANICAL, STORAGE AREAS, AND UNDER
STAIRS TO HAVE 1/2" INSTALLED.
2. UNFINISHED LOWER LEVELS TO HAVE 1/2" DRYWALL.
3. PROVIDE FIREBLOCKING AND DRAFTSTOPPING PER
CODE.
SMOKE AND CARBON MONOXIDE DETECTORS
NOTE: DETECTORS SHALL BE COMBINATION WHEREVER
POSSIBLE
SMOKE DETECTORS
1. DETECTORS TO BE INSTALLED ON CEILINGS
2. 2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM,
OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-0") OF EACH
SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR
OF THE HOME.
CARBON MONOXIDE DETECTORS
1. DETECTORS TO BE INSTAL ED ON CEILINGS.
2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA
WITH -IN 10'-0" OF EACH SLEEPING AREA
JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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FRAMING NOTES
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ANGLED WALLS ARE 45°
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WINDOWS AND DOORS
6'-I1 3/8" OR 7'-11 3/8" WINDOW HEIGHT AS NOTED ON PLAN
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KITCHEN NOTES
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2. UPPER CABINETS ARE aro" HIGH AND 12"
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IN PLAN
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2. CEILINGS IN UNFINISHED AREAS TO HAVE 1/2" DRYWALL
INSTALLED.
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CODE.
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SMOKE DETECTORS
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OUTSIDE: THE IMMEDIATE AREA (WITH -IN 10'-0") OF EACH
SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR
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2. SHALL 5E INSTALLED OUTSIDE THE IMMEDIATE AREA
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STAIRMAYS
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2. RISERS SHALL 5E MAXIMUM OF -1 3/4"
3. MINIMUM WIDTH SHALL BE NOT LESS THAN 36" (CLEAR).
4. MINIMUM HEADROOM SHALL BE MINIMUM OF ro'-8" FROM
THE SLOPED LINE OF TREAD NOSING TO CEILING AT ALL
POINTS ALONG STAIR RUN.
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BOTTOM OF STAIRS.
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HALF WALLS AND RAILINGS
I. HALF HIGH WALLS ARE 2x4 - 42" HIGH
2. HALF HIGH WALLS SLOPED AT STAIRS ARE 2x4 - 30" HIGH
3. RAILINGS ARE 38" HIGH
4. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN
BALUSTERS.
JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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PERMIT SET 01.15.2024
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REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
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TOTAL FINISHED 2775
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I. MAIN ELECTRICAL PANEL SHALL BE 150 AMP, WITH THE
EXCEPTION OF TWO STORY HOMES SHALL BE 200 AMP.
2. PLAN SPECIFIC NOTES SUPERCEDE TYPICAL NOTES.
3. FOUNDATION CONTRACTOR TO PROVIDE 'UFER GROUND' AS
CL06E TO DETERMINED PANEL LOCATION AS POSSIBLE
KITCHEN: TWO (2) 20 AMP CIRCUITS EVENLY DISTRIBUTED FOR
GENERAL OUTLETS
REFRIGERATOR: 15 AMP DEDICATED - 46" A.F.F.
DISHWASHER: 20 AMP DEDICATED - IN CABINET
DISPOSAL: IN CABINET, SHARED WITH DISHWASHER CIRCUIT
MICROWAVE: 20 AMP DEDICATED
RANGE (ELECTRIC): 50AMP 240 VOLT (4 PRONG) - 20" A.F.F.
RANGE (GAS): ON SHARED 20 AMP CIRCUIT - 20" A.F.F.
LAUNDRY:
DRYER (ELECTRIC): 30AMP 240 VOLT (4 PRONG) CENTERED
BEHIND DRYER AT 30" A.F.F. - WASHER ONE (1) 20 AMP
CIRCUIT - CENTERED BEHIND WASHER AT 30" A.F.F.
DRYER (GAS): ONE (1) 20 AMP CIRCUIT SHARED BY WASHER
AND DRYER CENTERED BETWEEN THE APPLIANCES 30" A.F.F.
MECHANICAL:
SUMP PUMP: 15 AMP DEDICATED 48" A.F.F.
ERV: 15 AMP - 16" A.F.F.
WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED
u
ELECTRICAL NOTES
ELECTRICAL TO COMPLY WITH THE 2018 IRC, 2020 NATIONAL FIRE PROTECTION (NFFA) CODE, 2011 NATIONAL ELECTRICAL CODE.
DISCLAIMER: ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS, INCLUDING JP BROOKS STANDARD PLAN PACKAGE FEATURES AND
OPTIONAL UPGRADES ARE A REPRESENTATION, PLACED LOGICALLY, AND MEETING BUILDING CODE. LOCATIONS ON OF THESE ITEMS MAY VARY
SLIGHTLY FROM PLAN PACKAGE, AS WELL AS, 61MILAR HOMES DUE TO FRAMING MEMBERS OR UNFORESEEN FIELD CHANGES. EVERY ATTEMPT WILL
BE MADE TO PLACE ITEMS AS CLOSE TO TH16 PLAN SET AS POSSIBLE.
1. OUTLETS (RECEPTACLES) INSTALLED IN DWELLING UNITS SHALL BE LISTED AS TAMPER-RE616TANT (TR).
2. OUTLETS INSTALLED SHALL BE PROTECTED BY A L16TED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER (AFCI) DEVICE, WITH
EXCEPTIONS. REFER TO FULL CODE FOR INSTANCES.
3. RECEPTACLES INSTALLED IN EXTERIOR AND/OR WET LOCATIONS SHALL BE LISTED AS WEATHER- RES I 6TANT (WR) OR WATER PROOF (WP) AND
SHALL HAVE AN ENCLOSURE THAT 16 WEATHER PROOF WITH A CORD INSERTED.
4. NOTE: SEE 'FIRE PROTECTION NOTES' ON GENERAL NOTES PAGE FOR REQUIREMENTS OF SMOKE AND CARBON MONOXIDE DETECTORS.
5. HABITABLE ROOMS:
6. OUTLETS SHALL BE INSTALLED 60 THAT POINT AT NO POINT, MEASURED HORIZONTALLY ALONG A WALL LINE, 16 MORE THAN 6'-O" FROM AN
OUTLET. THIS DOES NOT INCLUDE REACH -IN OR WALK-IN CLOSETS, PANTRIES, ENTRIES, MUD ROOMS, OR HALLWAYS.
INSTALL AT LEAST ONE (1) OUTLET IN EACH - HALLWAY, ENTRY, AND, MUD ROOM.
8. AN OUTLET SHALL BE INSTALLED ON EACH WALL THAT IS MORE THAN 24" IN -LENGTH, IN HABITABLE ROOMS.
KITCHEN OUTLETS:
9. SHALL BE INSTALLED 60 THAT AT NO POINT, MEASURED HORIZONTALLY ALONG A COUNTERTOP, 16 MORE THAN 2'-0" FROM AN OUTLET.
10. AN OUTLET SHALL BE INSTALLED ON EACH COUNTERTOP THAT 16 12" OR WIDER.
I1. ISLANDS SHALL HAVE ONE (1) OUTLET, 24" BELOW COUNTERTOP.
12. OUTLETS SHALL NOT BE INSTALLED MORE THAN 20" OVER THE COUNTERTOP.
13. KITCHEN OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED
BATHROOM OUTLETS:
14. SHALL HAVE AT LEAST ONE (1) OUTLET INSTALLED PER SINK BOWL INSTALLED IN 61DE WALLS WHEREVER POSSIBLE.
BATHROOM OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED.
EXTERIOR OUTLETS:
15. AT LEAST ONE OUTLET WITH WATERPROOF (WP) ENCLOSURE SHALL BE INSTALLED AT GRADE LEVEL ON FRONT AND BACK ON THE HOME.
16. ALL EXTERIOR OUTLETS SHALL BE 'GFI' CONTROLLED.
11. PORCHES, DECKS, PATIOS, AND BALCONIES, ACCESSIBLE FROM THE IN61DE OF HOME SHALL HAVE AT LEAST ONE (I)'WP' OUTLET.
15. WALL MOUNTED LIGHT FIXTURES AND EXTERIOR OUTLETS SHALL BE INSTALLED ON OPERATIONAL (STRIKE) SIDE OF DOOR WHEREVER
POSSIBLE.
19. GARAGE: SHALL HAVE AT LEAST ONE OUTLET INSTALLED PER GARAGE BAY 46" ABOVE GARAGE FLOOR.
20. GARAGE OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED.
21. MECHANICAL: OUTLET PROVIDED FOR MECHANICAL EQUIPMENT SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED
22. UNFIN16HED: LIGHT FIXTURES IN GARAGE AND UNFINISHED AREAS TO BE KEYLE66 WITH LED BULB.
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JP Brooks,
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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NOTE= INTERIOR ELEVATIONS AND THE SYMBOLS
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5ATHROOM NOTES
1. BATH VANITIES ARE 36" HIGH.
2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED
FLOOR (AFF). LOCATION NOTED ON PLANS.
3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF.
4. BATHROOM MIRRORS ARE 36" HIGH, WIDTH PER PLAN,
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KITCHEN NOTES
I. BASE CABINETS ARE 36" HIGH AND 24" DEEP
2. UPPER CABINETS ARE 36" HIGH AND 12" DEEP
3. MINIMUM 10" BETWEEN COUNTER TOP AND UPPER CABINETS
4. MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN
PLAN
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8 LOWER BATH ELEVAT_
Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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DRAWING RECORD
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REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
SECTIONS
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JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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THE MADISON
DRAWING RECORD
20
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
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MAIN FLOOR FINISHED
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LOWER FLOOR FINISHED
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OVERALL SQUARE FEET 3192
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DRAWING RECORD
20
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
SECTIONS
07
10
CD
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Lu
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FRONT VIEUJ
EXTENT OF HEADER WITH DOUBLE PORTAL FRAME
TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
ONE BRACED WALL PANEL)
SEE PLAN FOR GARAGE DOOR WIDTH
CONTINUOUS HEADER - SEE PLAN FOR SIZING
MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED,
PLACE ON BACK SIDE OF HEADER.
STEEL HEADERS ARE PROHIBITED
FASTEN SHEATHING TO HEADER WITH SD
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS
SHOWN
HEADER TO JACK STUD -STUD STRAP PER TABLE
8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE
SIDE OF SHEATHING
TENSION STRAP PER TABLE 602.10.6.4. (ON
OPPOSITE SIDE OF SHEATHING
PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR
OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF
MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN
EACH PANEL EDGE
MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD)
NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND
2)
MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM
1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD
COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL
FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL)
MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5
MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED
PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER
ANCHOR BOLTS PER SECTION 8403.1.6
PORTAL FRAME AT GARAGE FRONT
SGALE:: 3/411 = 11-01'
RADON CONTROL SYSTEM - PASSIVE
COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA
RESIDENTIAL CODE -1303.2402
PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE
LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR
AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO
PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE.
RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE
GAS.
SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE
GASES THROUGH A FLOOR, WALL, OR GE IL ING ASSEMBLY.
SOIL -GAS MEMBRANE MEANS A CONTINUOUS MEMBRANE OF 6 -MIL
0.15 MM) POLYETHYLENE, OR 3 -MIL (0.015 MM) CROSS -LAMINATED
POLYETHYLENE.
VENT PIPE MEANS A 3 -INCH 116 MM) OR 4 -INCH (102 MM) DIAMETER
ABS OR PVC PIPE USED TO VENT SUBSOIL GASES THAT HAVE
COLLECTED UNDER THE SOIL -GAS MEMBRANE TO THE EXTERIOR OF
THE DWELLING.
A GAS -PERMEABLE MATERIAL SHALL BE PLACED ON THE
PREPARED SUB -GRADE UNDER ALL FLOOR SYSTEMS.
2. A SOIL -GAS MEMBRANE SHALL BE PLACED ON TOP OF THE
GAS -PERMEABLE MATERIAL PRIOR TO PLACING A FLOOR ON
TOP OF OR ABOVE THE SOIL. THE SOIL -GAS MEMBRANE SHALL
COVER THE ENTIRE FLOOR AREA. SEPARATE SECTIONS OF
MEMBRANE MUST BE LAPPED AT LEAST 12 INCHES (305 MM). THE
MEMBRANE SHALL FIT CLOSELY AROUND ANY PENETRATION OF
THE MEMBRANE TO REDUCE THE LEAKAGE OF SOIL GASES. ALL
PUNCTURES OR TEARS IN THE SOIL -GAS MEMBRANE SHALL BE
REPAIRED BY SEALING AND PATCHING THE SOIL -GAS MEMBRANE
WITH THE SAME KIND OF MATERIAL, MAINTAINING A MINIMUM 12 -INCH
305 MM) LAP.
FASTEN KING STUD TO HEADER WITS
SIX ((o) 16D SINKERS
BLOCKING OR SHEATHING FILLER IF
REQUIRED (TYPICAL)
FASTEN TOP PLATE TO HEADER WIl
TWO (2) ROWS OF 16D SINKER NAIL
3" O.C. (TYPICAL)
MINIMUM 7/16" WOOD STRUCTURAL
PANEL SHEATHING
SIDE VIEUJ
3. A "T"FITTING SHALL BE INSTALLED BENEATH THE SOIL -GAS
MEMBRANE WITH A MINIMUM OF 10 FEET OF PERFORATED PIPE
CONNECTED TO ANY TWO OPENINGS OF THE "T" PITTING, OR BY
CONNECTING THE TWO OPENINGS TO THE INTERIOR DRAIN TILE
SYSTEM. THE THIRD OPENING OF THE `T"FITTING SHALL BE
CONNECTED TO THE VENT PIPE. THE PERFORATED PIPE OR
DRAIN TILE AND THE "T"FITTING SHALL BE THE SAME SIZE AS THE
VENT PIPE. ALL CONNECTIONS TO THE `T"FITTING SHALL BE TIGHT
FITTING.
4. POTENTIAL ENTRY ROUTES FOR RADON GAS SHALL BE SEALED
ACCORD INGLY.
5. FLOOR OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS,
PIPES, WIRES, OR OTHER OBJECTS THAT PENETRATE THE
SOIL -GAS MEMBRANE AND THE CONCRETE SLAB OR OTHER
FLOOR SYSTEMS SHALL BE SEALED.
6, ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS,
OR ANY OTHER JOINTS IN THE CONCRETE SLAB, OR THE JOINT
BETWEEN THE CONCRETE SLAB AND A FOUNDATION WALL, SHALL
BE SEALED. ALL GAPS AND JOINTS SHALL BE CLEARED OF ALL
LOOSE MATERIAL PRIOR TO SEALING.
1. PENETRATIONS OF ALL FOUNDATION WALL TYPES SHALL BE
SEALED. JOINTS, CRACKS, OR OTHER OPENINGS AROUND ALL
PENETRATIONS OF BOTH EXTERIOR AND INTERIOR SURFACES OF
FOUNDATION WALLS SHALL BE SEALED.
8. ALL PENETRATIONS THROUGH FLOORS OR WALLS INTO
UNCONDITIONED CRAWL SPACES SHALL BE SEALED. ACCESS
DOORS INTO UNCONDITIONED CRAWL SPACES SHALL BE
GASKETED. CRAWL SPACE VENTILATION SHALL BE PROVIDED
ACCORD ING TO PART 1303.2400.
9. A SUMP CONNECTED TO INTERIOR DRAIN TILE MAY SERVE AS THE
TERMINATION POINT FOR THE VENT PIPE, IF THE SUMP COVER IS
SEALED OR GASKETED AND DESIGNED TO ACCOMMODATE THE
VENT PIPE. THE SUMP PUMP WATER DISCHARGE PIPE SHALL HAVE
A BACKFLOW PREVENTER INSTALLED.
GENERAL PLAN NOTES
PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020
MINNESOTA RESIDENTIAL CODE.
NOTE: ALL NOTES ARE TYPICAL 'UNLESS NOTED OTHERWISE' (LINO)
1.
2. DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING TO
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FUTURE FAN (CLEAR SPACE) 3.
NOTE: FAN INCLUDED IN WALL TO CENTER OF INTERIOR WALLS.
ACTIVE RADON SYSTEM 4.
O =
5.
PROVIDE 110V OUTLET 6. HALF HIGH WALLS ARE 2x4 - 42" HIGH
i
ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL.
SEE FIRE PROTECTION NOTES FOR DRYWALL IN GARAGE, LOWER
NEAR RADON PIPING LEVEL, AND UNDER STAIRS
11.
u
am
GENERAL
1. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS
QpU
REQUIRED.
2.
Y
FRAMING
1.
X
2.
6.
4
1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C.
8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER
w 0- 0
AT EACH END UP TO 5'-0" SPAN.
9.
O
0u0
10.
O°
4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS ((JACK STUDS) TO BE CARRIED
WITH RADON REDUCTION SYSTEM
m
LABELED AT EACH FLOOR
Om
0
a
RUN THROUGH CONDITIONED
FRONT VIEUJ
EXTENT OF HEADER WITH DOUBLE PORTAL FRAME
TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
ONE BRACED WALL PANEL)
SEE PLAN FOR GARAGE DOOR WIDTH
CONTINUOUS HEADER - SEE PLAN FOR SIZING
MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED,
PLACE ON BACK SIDE OF HEADER.
STEEL HEADERS ARE PROHIBITED
FASTEN SHEATHING TO HEADER WITH SD
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS
SHOWN
HEADER TO JACK STUD -STUD STRAP PER TABLE
8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE
SIDE OF SHEATHING
TENSION STRAP PER TABLE 602.10.6.4. (ON
OPPOSITE SIDE OF SHEATHING
PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR
OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF
MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN
EACH PANEL EDGE
MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD)
NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND
2)
MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM
1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD
COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL
FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL)
MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5
MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED
PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER
ANCHOR BOLTS PER SECTION 8403.1.6
PORTAL FRAME AT GARAGE FRONT
SGALE:: 3/411 = 11-01'
RADON CONTROL SYSTEM - PASSIVE
COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA
RESIDENTIAL CODE -1303.2402
PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE
LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR
AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO
PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE.
RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE
GAS.
SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE
GASES THROUGH A FLOOR, WALL, OR GE IL ING ASSEMBLY.
SOIL -GAS MEMBRANE MEANS A CONTINUOUS MEMBRANE OF 6 -MIL
0.15 MM) POLYETHYLENE, OR 3 -MIL (0.015 MM) CROSS -LAMINATED
POLYETHYLENE.
VENT PIPE MEANS A 3 -INCH 116 MM) OR 4 -INCH (102 MM) DIAMETER
ABS OR PVC PIPE USED TO VENT SUBSOIL GASES THAT HAVE
COLLECTED UNDER THE SOIL -GAS MEMBRANE TO THE EXTERIOR OF
THE DWELLING.
A GAS -PERMEABLE MATERIAL SHALL BE PLACED ON THE
PREPARED SUB -GRADE UNDER ALL FLOOR SYSTEMS.
2. A SOIL -GAS MEMBRANE SHALL BE PLACED ON TOP OF THE
GAS -PERMEABLE MATERIAL PRIOR TO PLACING A FLOOR ON
TOP OF OR ABOVE THE SOIL. THE SOIL -GAS MEMBRANE SHALL
COVER THE ENTIRE FLOOR AREA. SEPARATE SECTIONS OF
MEMBRANE MUST BE LAPPED AT LEAST 12 INCHES (305 MM). THE
MEMBRANE SHALL FIT CLOSELY AROUND ANY PENETRATION OF
THE MEMBRANE TO REDUCE THE LEAKAGE OF SOIL GASES. ALL
PUNCTURES OR TEARS IN THE SOIL -GAS MEMBRANE SHALL BE
REPAIRED BY SEALING AND PATCHING THE SOIL -GAS MEMBRANE
WITH THE SAME KIND OF MATERIAL, MAINTAINING A MINIMUM 12 -INCH
305 MM) LAP.
FASTEN KING STUD TO HEADER WITS
SIX ((o) 16D SINKERS
BLOCKING OR SHEATHING FILLER IF
REQUIRED (TYPICAL)
FASTEN TOP PLATE TO HEADER WIl
TWO (2) ROWS OF 16D SINKER NAIL
3" O.C. (TYPICAL)
MINIMUM 7/16" WOOD STRUCTURAL
PANEL SHEATHING
SIDE VIEUJ
3. A "T"FITTING SHALL BE INSTALLED BENEATH THE SOIL -GAS
MEMBRANE WITH A MINIMUM OF 10 FEET OF PERFORATED PIPE
CONNECTED TO ANY TWO OPENINGS OF THE "T" PITTING, OR BY
CONNECTING THE TWO OPENINGS TO THE INTERIOR DRAIN TILE
SYSTEM. THE THIRD OPENING OF THE `T"FITTING SHALL BE
CONNECTED TO THE VENT PIPE. THE PERFORATED PIPE OR
DRAIN TILE AND THE "T"FITTING SHALL BE THE SAME SIZE AS THE
VENT PIPE. ALL CONNECTIONS TO THE `T"FITTING SHALL BE TIGHT
FITTING.
4. POTENTIAL ENTRY ROUTES FOR RADON GAS SHALL BE SEALED
ACCORD INGLY.
5. FLOOR OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS,
PIPES, WIRES, OR OTHER OBJECTS THAT PENETRATE THE
SOIL -GAS MEMBRANE AND THE CONCRETE SLAB OR OTHER
FLOOR SYSTEMS SHALL BE SEALED.
6, ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS,
OR ANY OTHER JOINTS IN THE CONCRETE SLAB, OR THE JOINT
BETWEEN THE CONCRETE SLAB AND A FOUNDATION WALL, SHALL
BE SEALED. ALL GAPS AND JOINTS SHALL BE CLEARED OF ALL
LOOSE MATERIAL PRIOR TO SEALING.
1. PENETRATIONS OF ALL FOUNDATION WALL TYPES SHALL BE
SEALED. JOINTS, CRACKS, OR OTHER OPENINGS AROUND ALL
PENETRATIONS OF BOTH EXTERIOR AND INTERIOR SURFACES OF
FOUNDATION WALLS SHALL BE SEALED.
8. ALL PENETRATIONS THROUGH FLOORS OR WALLS INTO
UNCONDITIONED CRAWL SPACES SHALL BE SEALED. ACCESS
DOORS INTO UNCONDITIONED CRAWL SPACES SHALL BE
GASKETED. CRAWL SPACE VENTILATION SHALL BE PROVIDED
ACCORD ING TO PART 1303.2400.
9. A SUMP CONNECTED TO INTERIOR DRAIN TILE MAY SERVE AS THE
TERMINATION POINT FOR THE VENT PIPE, IF THE SUMP COVER IS
SEALED OR GASKETED AND DESIGNED TO ACCOMMODATE THE
VENT PIPE. THE SUMP PUMP WATER DISCHARGE PIPE SHALL HAVE
A BACKFLOW PREVENTER INSTALLED.
GENERAL PLAN NOTES
PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020
MINNESOTA RESIDENTIAL CODE.
NOTE: ALL NOTES ARE TYPICAL 'UNLESS NOTED OTHERWISE' (LINO)
1. WRITTEN DIMENSIONS TAKE PRECEDENCE OF SCALED DIMENSIONS.
2. DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING TO
z0JQ
CENTER OF INTERIOR WALLS.
FUTURE FAN (CLEAR SPACE) 3. LOWER LEVEL INTERIOR DIMENSIONS TAKEN FROM INSIDE EDGE OF FOUNDATION
NOTE: FAN INCLUDED IN WALL TO CENTER OF INTERIOR WALLS.
ACTIVE RADON SYSTEM 4. WALLS ARE SHOWN AS NOMINAL ON PLANS (TYPICALLY 4" AND (o")
5. ANGLED WALLS ARE 45°
PROVIDE 110V OUTLET 6. HALF HIGH WALLS ARE 2x4 - 42" HIGH
FOR FUTURE FAN 1. HALF HIGH WALLS SLOPED AT STAIRS ARE 2x4 - 38" HIGH
8. ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL.
PROVIDE SWITCHED 9- CEILINGS TO HAVE 1/2" (ANTI -SAG) DRYWALL.
LIGHT IN ATTIC SPACE 10. SEE FIRE PROTECTION NOTES FOR DRYWALL IN GARAGE, LOWER
NEAR RADON PIPING LEVEL, AND UNDER STAIRS
11. PROVIDE IRRIGATION ANTI -SIPHON VALVE.
GENERAL MATERIALS NOTES
1. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS
QpU
REQUIRED.
2. FLOORING BREAKS BETWEEN ROOMS SHALL BE CENTERED
FRAMING NOTES
1. ALL HEADERS AND POSTS DESIGNED AND SIZED BY SUPPLIER.
2. ALL HEADERS 2-2X10 UNLESS NOTED ON PLAN.
6. ALL EXTERIOR WALLS ARE 2x6 6 16" O.C.
1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C.
8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER
w 0- 0
AT EACH END UP TO 5'-0" SPAN.
9. HEADERS GREATER THAN 5'-0" TO HAVE MIN. TWO TRIMMERS AT
0u0
EACH END.
10. ALL CONNECTIONS TO BE MADE WITH ADEEQUATSIMPSON, USP, OR
4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS ((JACK STUDS) TO BE CARRIED
WITH RADON REDUCTION SYSTEM
THROUGH EACH FLOOR AND SOLIDLY BEAR ON THE FOUNDATION.
LABELED AT EACH FLOOR
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PROVIDE SOLID BLOCKING AT ALL POINT LOAD LOCATIONS IN
RUN THROUGH CONDITIONED FLOOR SYSTEM BELOW.
SPACE WHERE POSSIBLE. 11. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
PROVIDE R4 MINIMUM INSULATION TREATED.
AT ALL UNCONDITIONED SPACES 12. TWO BEADS OF CAULKING ON ALL INTERIOR AND EXTERIOR WALL
PLATES.
SUMP BASKET SEAL
BASKET LID
CAULK ALL JOINTS AND
FOUNDATION OPENINGS
ENTIRE PERIMETER)
4" UNIFORM LAYER OF 3/4"
OF CLEAN AGGREGATE
PVC 'TEE' FITTING
DRAIN TILE LOOP
6 MIL POLY. BARRIER TAPE
SEAMS WITH 12" OVERLAP (MIN.)
RADON MITIGATION SYSTEM
C.A!!_G:: /4" = I' -V" t -',4551V1= - SUITIr 11=KI'IIN,lIIVN
10. THE VENT PIPE SHALL BE PRIMED AND GLUED AT ALL FITTINGS
AND SHALL EXTEND UP FROM THE RADON CONTROL SYSTEM'S
COLLECTION POINT TO A POINT TERMINATING A MINIMUM OF 12
INCHES (305 MM) ABOVE THE ROOF. THE VENT PIPE SHALL BE
LOCATED AT LEAST 10 FEET (3,048 MM) AWAY FROM ANY WINDOW
OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE
BUILDING.
11. VENT PIPES ROUTED THROUGH UNCONDITIONED SPACES SHALL
BE INSULATED WITH A MINIMUM OF R-4 INSULATION. VENT PIPES
WITHIN THE CONDITIONED ENVELOPE OF THE BUILDING SHALL NOT
BE INSULATED.
12. ALL COMPONENTS OF THE RADON GAS VENT PIPE SYSTEM SHALL
BE INSTALLED TO PROVIDE DRAINAGE TO THE GROUND BENEATH
THE SOIL -GAS MEMBRANE.
13. RADON GAS VENT PIPES SHALL BE PROVIDED WITH SPACE
AROUND THE VENT PIPE FOR FUTURE INSTALLATION OF A FAN. THE
SPACE REQUIRED FOR THE FUTURE FAN INSTALLATION SHALL BE
A MINIMUM OF 24 INCHES IN DIAMETER, CENTERED ON THE AXIS OF
THE VENT PIPE, AND SHALL EXTEND A MINIMUM DISTANCE OF 3
VERTICAL FEET.
14. ALL RADON GAS VENT PIPES SHALL BE IDENTIFIED WITH AT
LEAST 1 LABEL ON EACH STORY AND IN ATTICS AND CRAWL
SPACES. THE LABEL SHALL READ: "RADON GAS VENT SYSTEM."
15. COMBINATION BASEMENT/CRAWL SPACE OR SLAB -ON
GRADE/CRAWL SPACE FOUNDATIONS SHALL HAVE SEPARATE
RADON GAS VENT PIPES INSTALLED IN EACH TYPE OF
FOUNDATION AREA. EACH RADON GAS VENT PIPE SHALL
TERMINATE ABOVE THE ROOF OR SHALL BE CONNECTED TO A
SINGLE VENT PIPE THAT TERMINATES ABOVE THE ROOF.
16. A POWER SOURCE CONSISTING OF AN ELECTRICAL CIRCUIT
TERMINATING IN AN APPROVED ELECTRICAL BOX SHALL BE
INSTALLED DURING CONSTRUCTION IN THE ANTICIPATED LOCATION
OF THE VENT PIPE FAN TO ALLOW FOR THE FUTURE INSTALLATION
OF A FAN INTO A PASSIVE RADON CONTROL SYSTEM TO MAKE
THE SYSTEM AN ACTIVE RADON CONTROL SYSTEM. THE POWER
SOURCE SHALL NOT BE INSTALLED IN ANY CONDITIONED SPACE,
BASEMENT, OR CRAWL SPACE.
ROOF FRAMING NOTES
1. ROOF TRUSSES TO BE ENGINEERED AT 24" ON CENTER.
2. EXTERIOR DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR
SHEATHING.
3. HOLD ROOF TRUSSES BACK 1" FROM OVERALL WALL DIMENSION TO ACCOUNT
FOR 1/2" SHEATHING. (EXAMPLE: 28'-0" WOULD BE 21'-11").
4. MINIMUM PLATE HEIGHT AT LIVING AREAS IS TO BE 8"
FOUNDATION NOTES
1. FOUNDATION WALLS SHALL BE CONSTRUCTED OF CAST -IN-PLACE
CONCRETE.
2. WALL THICKNESS IS NOMINAL UNLESS STATED OTHERWISE.
3. TYPICAL FOUNDATION HEIGHT IS 8'-4"
4. GRADE TO BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL
AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-O" OR HAVE
ADEQUATE SWALE PROVIDED.
5. FOUNDATION WALLS SHALL BE MINIMUM OF 3000 PSI.
6. FOOTINGS SHALL BE MINIMUM OF 5000 PSI.
1. ANCHOR BOLTS TO BE 1/2" AND PLACED 12" ON CENTER AND
WITH -IN 12" FROM EACH CORNER, INTERSECTION AND END.
8. EACH SECTION OF WALL MUST HAVE TWO(2) ANCHOR BOLTS
PLACED WITH -IN 4" TO 12" FROM END UNLESS WALL IS LESS THAN
24" LONG IN WHERE ONLY ONE (1) ANCHOR BOLT IS REQUIRED.
9. HORIZONTAL BARS MAY BE PLACED ANYWHERE IN WALLS AS LONG
AS 2" OF COVERAGE IS MAINTAINED.
10. SEE GENERAL FOUNDATION DETAILS FOR ADDITIONAL.
WINDOW WELLS
1. MAXIMUM INSIDE WINDOW WELL IS 12"
2. WELL WALLS ARE TO BE MINIMUM 8" THICK PLACES
MONOLITHICALLY WITH HOUSE WALLS AND HORIZONTAL BARS
EXTENDED INTO HOUSE WALLS AND AROUND CORNERS.
3. PROVIDE TWO ADDITIONAL VERTICAL BARS AND ONE ADDITIONAL
ANCHOR BOLT PER OPENING.
DOOR AND WINDOW NOTES
1. DOORS ARE NOTED AS NOMINAL - 3068 = 3'-0" WIDE x 6'8" HIGH
2. DOORS ARE TO BE SWING UNLESS INDICATED OTHERWISE.
3. WINDOWS ARE NOTED AS NOMINAL - 6050 = 6'-O" WIDE x5' -O"
HIGH.
ROUGH OPENING NOTE: ADD 1/4" TO NOMINAL WINDOW SIZE.
EXAMPLE: 5040 WINDOW ROUGH OPENING (R.O.) IS 60 1/4" x 48 1/4"
T. 1 _ I I I - 1 VI V ../I ..'I 1
5. WINDOWS INDICATE SPECIAL NOTES SUCH AS EGRESS OR
TEMPERED.
6, TYPICAL WINDOW HEIGHT ON MAIN FLOOR, UPPER FLOOR, WALKOUT AND FULL
BASEMENT FOUNDATIONS IS 6' -ll 3/8" ABOVE FINISHED FLOOR (AFF)
1. LOOKOUT FOUNDATION - THE WINDOWS ARE SET ON TREATED
DOUBLE BOTTOM PLATE.
EGRESS NOTES
EGRESS WINDOWS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN
IRC SECTION 310
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL
HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND
RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE
SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING
SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE
AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,
OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY.
WINDOW REQUIREMENTS
I. OPEN FROM INSIDE WITHOUT KEYS, SPECIAL TOOLS, OR KNOWLEDGE
2. MINIMUM OPENING SIZE: 5.1 SQUARE FEET
3. CLEAR OPENING HEIGHT NOT LESS THAN 24" AND CLEAR OPENING
WIDTH NOT LESS THAN 20"
4. SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR
WINDOW WELL REQUIREMENTS
1. SHALL NOT BE LESS THAN 9 SQUARE FEET
2. SHALL NOT BE LESS THAN 36" (CLEAR) FROM EDGE OF EXTERIOR
WALL TO INSIDE EDGE OF WELL. WINDOW SHOULD BE ABLE TO BE
FULLY OPENED.
3. WELLS WITH AN DEPTH OF GREATER THAN 44" SHALL BE EQUIPPED
WITH PERMANENTLY FIXED LADDER PER CODE.
4. WINDOW WELLS SHALL BE PROVIDED WITH ADEQUATE MEANS OF
DRAINAGE
TEMPERED GLASS NOTES
TEMPERED GLASS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC
SECTION 308
WINDOWS SHALL BE TEMPERED IN THE FOLLOWING SCENARIOS:
1. BOTTOM EDGE OF WINDOW IS LESS THAN 18" AFF
2. SIZE OF WINDOW PANEL IS GREATER THAN 9 SQUARE FEET.
3. IN ALL ENTRY AND PATIO DOORS, ALONG WITH ANY INTERIOR
DOOR WITH GLASS IN THE DOOR PANEL
4. EDGE OF WINDOW IS LESS THAN 24" FROM EITHER SIDE OF THE
DOOR, ON THE SAME WALL/PLANE AND THE BOTTOM OF THE
BOTTOM EDGE OF WINDOW IS LESS THAN 60" AFF
5. EDGE OF THE WINDOW IS LESS THAN 24" FROM THE HINGE SIDE OF
DOOR, ON AN ADJACENT WALL AND THE BOTTOM OF THE BOTTOM
EDGE OF WINDOW IS LESS THAN 60" A.F.F.
6. BATHTUBS: LESS THAN 60" VERTICALLY OR HORIZONTALLY FROM
A BATHTUB OR HOT TUB.
1. SHOWERS: LESS THAN 60" HORIZONTALLY FROM A SHOWER IF
BOTTOM OF WINDOW IS LESS THAN 60" ABOVE FLOOR.
8. STAIRS: BOTTOM EDGE OF WINDOW IS LESS THAN 36" ABOVE THE
PLANE OF THE ADJACENT WALKING SURFACE OF STAIRS, LANDINGS
AND RAMPS
9. ADJACENT TO LANDING: BOTTOM EDGE OF THE WINDOW IS LESS
THAN 36" A.F.F. AND WITH -IN 60" OF THE BOTTOM STAIR.
STAIR NOTES
STAIRS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 311.7
1. TREADS SHALL BE MINIMUM OF 10"
2. RISERS SHALL BE MAXIMUM OF 1 3/4"
3. MINIMUM WIDTH SHALL BE NOT LESS THAN 36" (CLEAR).
4. MINIMUM HEADROOM SHALL BE MINIMUM OF 6'-8" FROM THE
SLOPED LINE OF TREAD NOSING TO CEILING AT ALL POINTS ALONG
STAIR RUN.
5. MINIMUM OF 36" LANDING SHALL BE PROVIDED AT BOTTOM OF
STAIRS
6. HANDRAILS SHALL BE PROVIDED ON ONE SIDE OF STAIRS IF OVER
4 RISERS.
1. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS.
FIRE PROTECTION NOTES
SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 302
1. CEILINGS IN MECHANICAL, STORAGE AREAS, AND UNDER STAIRS TO
HAVE 1/2" DRYWALL INSTALLED.
2. WALLS AND CEILINGS IN GARAGE TO HAVE 1/2" DRYWALL
INSTALLED.
3. DOORS BETWEEN GARAGE AND HOUSE SHALL BE 20 -MINUTE FIRE
RATED.
4. FIREBLOCKING SHALL BE PROVIDED TO STOP VERTICAL AND
HORIZONTAL. CONGEALED DRAFT OPENINGS.
5. DRAFTSTOP ANY PENETRATIONS, GAPS, OR SEAMS.
SMOKE DETECTOR NOTES
SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 314
1. DETECTORS TO BE INSTALLED ON CEILINGS
2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM, OUTSIDE THE
IMMEDIATE AREA (WITH -IN 10'-O") OF EACH SLEEPING ROOM, AND
AT LEAST ONE (1) ON EACH FLOOR OF THE HOME.
NOTE: DETECTORS IN HALLWAYS, OR AREA OUTSIDE OF SLEEPING
AREAS SHALL BE COMBINATION SMOKE/CARBON MONOXIDE
DETECTORS WHERE EVER POSSIBLE AND SHALL ABIDE BY IRC
SECTIONS 314 AND 315.
3. SHALL NOT BE INSTALLED WITH -IN 3'-0" OF A BATHROOM.
4. SHALL BE INTERCONNECTED
5, SHALL BE HARDWIRED WITH BATTERY BACK UP,
CARBON MONOXIDE NOTES
SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 315
1. DETECTORS TO BE INSTALLED ON CEILINGS.
2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA (WITH -IN
10'-0" OF EACH SLEEPING AREA
3. SHALL BE INSTALLED INSIDE OF A SLEEPING AREA WHERE A GAS
FIREPLACE IS PRESENT IN THE ROOM.
4. SHALL BE COMBINATION SMOKE/C.O. WHERE EVER POSSIBLE. SEE
NOTE ABOVE.
5. SHALL BE INTERCONNECTED
6. SHALL BE HARDWIRED WITH BATTERY BACK UP.
MECHANICAL NOTES
I. MECHANICAL ROOMS TO HAVE 1/2" DRYWALL ATTACHED TO
CEILING AND PROVIDE ADEQUATE FIRESTOP PER CODE.
2. FURNACE AND AIR CONDITIONER TO BE HIGH EFFICIENCY.
3. SUMP BASKET TO BE PLACED AS CLOSE TO FOOTINGS AS
POSSIBLE BE TIED INTO DRAIN TILE SYSTEM WITH SUMP PUMP TO
EXTERIOR.
4. RADON SYSTEM TO BE TIED INTO DRAIN TILE SYSTEM - SEE
RADON DETAIL ON THIS PAGE.
5. SEWER CLEAN OUT TO BE PLACED AS CLOSE TO EXTERIOR
FOOTING AS POSSIBLE AND EASILY ACCESSIBLE.
6. FLOOR DRAIN TO BE LOCATED IN MECHANICAL ROOM
1. TWO HOSE BIBBS ARE PROVIDED (MINIMUM). ONE ON SIDE OF HOME
NEAR FRONT, OPPOSITE OF GARAGE AND SECOND AT REAR OF
HOME, OPPOSITE SIDE OF FRONT. NOSE BIBBS ARE FROST PROOF
AND ANTI -SIPHON.
8. AIR CONDITIONING UNITS ARE MOUNTED ON SIDE OF HOME.
WALKOUT AND LOOKOUT - MOUNTED ON RAISED STEEL BRACKET
FULL FOUNDATION - MOUNTED ON FIBERGLASS PAD. DISCONNECT
AND WP GFCI OUTLET PROVIDED AT LOCATION.
JA Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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01.15.2024
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TOTAL FINISHED 2775
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JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
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TOTAL FINISHED 2775
FOUNDATION 1596
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I
EXTERIOR
I
FWANTZ FOUNDATION
WALL ANGLE
METAL DRIP CAP
GROUND BREAKER
1
z 1
GRADE
2 MIN. CLEAR
a
d °
2" CERTA-STUD (RIO)
d
8" POURED
CONCRETE WALL °
d.
1/2" DRYWALL
ACOUSTICAL CAULK
R-20 CLOSED CELL FOAM
INSULATION. COVER EXPOSED
TOP OF FOUNDATION WALL
FINISHED FLOOR PER PLAN
3/4" T4G SUBFLOOR
FLOOR TRUSS PER PLAN
1/2" DRYWALL
2"x6" TREATED SILL WITH
SILL SEALER
1/2" ANCHOR BOLT PER CODE
1/2" DRYWALL
INTERIOR
I" THERMAX SHEATHING
FOAM INSULATION
2"x4" FURRING WALL
PER PLAN
TYPICAL FOUNDATION WAL,L4
SCALE1" = 1'-0" PERPENIDICULAR / FIN15HED
2 "x6" STUD WALL
a 16" O.C.
R-20 BATT INSULATION
1/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER IIELEVATION
EXTERIOR
FLASHING AS
I
REQUIRED
TRIM PER PLAN /
1/16" SHEATHING
METAL SOFFIT PER PLAN -
2"x6" STUD WALL a 16" O.0
R-20 BATT INSULATION
1/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER ELEVATION -
1/2" DRYWALL
R-20 CLOSED CELL FOAM
INSULATION AT RIM.
FINISHED FLOOR
3/4" T4G 5U5FLOOR
FLOOR TRUSS PER PLAN
II L 1/2" DRYWALL
PLAN
R-20 CLOSED CELL FOAM
INSULATION AT BOTTOM
1/2" DRYWALL
IGANTILEvERED FLOOR AT UPPE5GALE.. 111
11R
2"x6" STUD WALL 1
a 16" O.C.
R-20 BATT INSULATION
I
7/16" SHEATHING
I
WATER RESISTANT
BARRIER (HOUSE WRAP)
1
I
VENEER PER PLAN
2"X6" LADDER FRAME I
AT EXTERIOR 1
1
EXTERIOR
I
FWANTZ FOUNDATION 1
WALL ANGLE 1
I
METAL DRIP CAP I
I
GROUND BREAKER
MIN. 6" BELOW GRADE
INS
z
D — I
GRADE
2" MIN. CLEAR
de
d
2" CERTA-STUD (RIO)-
0"
RIO)
8" POURED
CONCRETE WALL °
d,
1/2" DRYWALL 1/2" DRYWALL 1/2" DRYWALL
ACOUSTICAL CAULK ACOUSTICAL CAULK ACOUSTICAL CAULK
R-20 CLOSED CELL FOAM 2"x6" STUD WALL R-20 CLOSED CELL FOAM 2"x6" 5TUD WALL R-20 CLOSED CELL FOAM
INSULATION. COVER EXPOSED a 16" O.C. INSULATION. COVER EXPOSED a 16" OC INSULATION. COVER EXPOSED
TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL
FINISHED FLOOR PER PLAN 1/2" TYPE 'X' DRYWALL FINISHED FLOOR PER PLAN 1/2" TYPE 'X' DRYWALL FINISHED FLOOR PER PLAN
DRAFT5TOP SEAMS, DRAFT5TOP SEAMS,
3/4" TSG SUBFLOOR GAPS, E PENETRATIONS 3/4" TSG SUBFLOOR GAPS, 4 PENETRATIONS 3/4" TSG SUBFLOOR
FLOOR TRUSS PER PLAN 1/2" SHEATHING \ FLOOR TRUSS PER PLAN I/2" SHEATHING — FLOOR TRUSS PER PLAN
1 1/2" DRYWALL ON ALL
LOWER LEVEL CEILINGS
PER FIRE CODE
BLOCKING WITH 1/2" OSB
SHEATHING AT 24" O.C. IN
FIRST TWO BAYS FOR
LATERAL RACKING PREVENTION
I
2"x6" TREATED SILL WITH
SILL SEALER
1 1/2" ANCHOR BOLT PER CODE
I
I
2"x4" FURRING WALL WITH
L 1/2" DRYWALL - VERIFY
WITH LOWER FLOOR PLAN
1" THERMAX SHEATHING
FOAM INSULATION (R(o.5) ON
INSIDE OF ALL SIDEWALLS
GARAGfft
2" CERTA-STUD (RIO)
MAIN FLOOR FINISHED 1596
3 1/2 " GARAGE SLAB
1 179
TOTAL FINISHED 2775
SLOPED TO DOORSdl
1596
OVERALL SQUARE FEET 3192
fi
If
II
1C
2" FOUNDATION 4 p° e 8l'
LEDGE
2" CERTA-STUD (RIO)
10" POURED a °
CONCRETE WALL
4
t
A
1/2" DRYWALL
2"x6" TREATED SILL
SILL SEALER
1/2" ANCHOR BOLT PER CODE
R4
1" THERMAX SHEATHING
FOAM INSULATION
2 "x4" FURRING WALL
PER PLAN
1'-O" PARALLEL / UNFINISHEDSGALE:: 1" = 1'-O" FLUSH G;,4RACrE
2"x6" STUD WALL I
a 16" O.C. 1
R-20 BATT INSULATION
1
I
71/16" SHEATHING 1
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER 1
ELEVATION
I
EXTERIOR
I
FLASHING AS
REQUIRED
N
TRIM PER PLAN
7/16" SHEATHING
Z i1
METAL SOFFIT PER PLAN
GRADE
2 MIN. CLEAR
a
2" CERTA-STUD (RIO) e d
8" POURED
d
CONCRETE WALL
NOTE:
USE 5IMP50N STRONG -TIE (OR SIMILAR)
FASTENERS, BRACKETS, CONNECTORS, 4
ACHNORS AS REQUIRED PER CODE
1/2" DRYWALL
R-20 CLOSED CELL FOAM
INSULATION AT RIM.
FINISHED FLOOR
3/4" T4G SUBFLOOR
FLOOR TRUSS PER PLAN
1 1/2" DRYWALL ON ALL
1 LOWER LEVEL CEILINGS
PER FIRE CODE
BLOCKING WITH 1/2" OSB
1 SHEATHING AT 24" O.C. IN
FIRST TWO BAYS FOR
1 LATERAL RACKING PREVENTION
I
2"x6" TREATED SILL WITH
SILL SEALER
1/2" ANCHOR BOLT PER CODE
2"x4" FURRING WALL WITH
1 1/2" DRYWALL - VERIFY
L WITH LOWER FLOOR PLAN
1" THERMAX SHEATHING
FOAM INSULATION (R(o.5) ON
INSIDE OF ALL SIDEWALLS
f GANTILEvEREP FLOOR AT MAI5CALE:: 111
11N
2 x6 STUD WALL
a 16" O.C.
R-20 BATT INSULATION
1/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER
ELEVATION
3 1/2" CONCRETE
SLAB SLOPED TO _ p_
FRONT STOOP EDGE
I
i
i
i
ICE 4 WATER SHIELD
36" HIGH, LAP OVER
r
SHEATHING AND I 1
CERTA-STUD 1 I
IIS
2" CERTA-STUD (RIO)-
2"
RIO)
2" FOUNDATION LEDGE
2" CERTA-STUD (RIO)
d
10" POURED
CONCRETE WALL °
m
n °
d °
1/2" DRYWALL
R-20 CLOSED CELL FOAM
INSULATION. COVER EXPOSED
TOP OF FOUNDATION WALL
FINISHED FLOOR PER PLAN
3/4" T4G 5U5FLOOR
FLOOR TRUSS PER PLAN
1/2" DRYWALL
211x6" TREATED SILL WITH
SILL SEALER
1/2" ANCHOR BOLT PER CODE
1/2" DRYWALL
INTERIOR
I" THERMAX SHEATHING
FOAM INSULATION
2"x4" FURRING WALL
PER PLAN
GARAG
METAL DRIP CAP
GROUND BREAKER
TO TOP OF FOUNDATION
2" CERTA-5TUD (RIO)—
Ci
2" FOUNDATION -
LEDGE
2" CERTA-STUD
10" POURED/
CONCRETE WALL
1/2" DRYWALL
PI e
I I
2"x6" TREATED SILL
SILL SEALER
1/2" ANCHOR BOLT PER CODE
d
IeL8
INTERIOR
ll
e
I" THERMAX SHEATHING
d FOAM INSULATION
2 "x4" FURRING WALL
d
PER PLAN
GARAGE AT HOUSE FOUNDATION
XC ALE:: I" = I' -U"
2"x6" STUD WALL
6 16 " O.G.
R-20 BATT INSULATION
7/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER
ELEVATION
LEDGER FLASHING
5/4"x6" CEDAR - 0 -
DECKING ' 1
2x TREATED
JOISTS PER PLAN
AT 16" ON CENTER
2X TREATED LEDGER i
PER PLAN MECHANICALLY
FASTENED W/ LAG SCREWS
METAL DRIP CAP
2" CERTA-STUD (RIO)
EXTERIOR
8" POURED
CONCRETE WALL
vKUrrty uA tIIII
1/2" DRYWALL
R-20 CLOSED CELL FOAM
INSULATION. COVER EXPOSED
TOP OF FOUNDATION WALL
FINISHED FLOOR PER PLAN
3/4" T4G SUBFLOOR
FLOOR TRUSS PER PLAN
II
11 1/2" DRYWALL
II
2"x(o" TREATED SILL WITH
SILL SEALER
4
1/2" ANCHOR BOLT PER CODE
1/2" DRYWALL
e
d
e
e °
e ° INTERIOR
1" THERMAX SHEATHING
FOAM INSULATION
d
e
2"x4" FURRING WALL
PER PLAN
CEDAR FORCH AT HOUSE
eCALE" 111 11
IP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE • SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-5980
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THE MADISON
DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01.15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
TYPICAL DETAILS
10
ION
10
CD
lq
N
0
N
L6
Lu
Q
0
O
J
n
w
n
V)
z
O
Q
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N
00
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Lu
Q
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Z_
n
Z
Q
CL
W
CL
N
0
N
U
z
O
O
w
m
n
O
r JI . 1/2" DRYWALL
2"x6" STUD WALL i
NOTE: USE 5IMP50N STRONG -TIE
R-20 CLOSED CELL FOAM
16 If O.C. i
PER PLANI
INSULATION AT RIM.
R-20 BATT INSULATION
i
AS REQUIRED PER CODE
INTERIOR
7/16" SHEATHING; i
ROOF PITCH
FINISHED FLOOR
WATER RESISTANT
2"x6" CEDAR TOP RAIL _ n
3/4" T6G SUBFLOOR
BARRIER (HOUSE WRAP)
EXTEND MINIMUM OF 12"
CEDAR OR METAL
EXTEND MINIMUM OF 12"
BALUSTERS PER SELECTION
FLOOR TRUSS PER PLAN
VENEER PER
ELEVATION
UNDERSIDE OF ROOF SHEATHING
FRIEZE PER PLAN
SEE ELEVATION
WINDOW TRIM PER ELEVATION
O
z
WINDOW PER PLAN
MDO
EXTERIOR
z
2"x6" CEDAR BOTTOM RAIL
0
EXTERIOR
TREATED BEAM PER PLAN
POLY VAPOR BARRIER
FLASHING AS
R-49 INSULATION (MINIMUM)
12"x3/4" CEDAR
SKIRT BOARD
10" (TYP) 2x TREATED
DOUBLE 2"x6" TOP PLATE
REQUIRED
4x24" (GRADE 40) DOWEL
AT 16" ON CENTER
I/2" DRYWALL
EMBED 5" (MINIMUM)
TRIM PER PLAN
R-30 CLOSED CELL FOAM
GALVANIZED POST
INSULATION AT BOTTOM
CAP CONNECTION 1/16" SHEATHING
6"x6" CEDAR P06T
ALUMINUM SOFFIT
EXTERIOR
OPEN BELOW LIVING SPACE
2x6 STUD WALL
6 16" O.C.
R-20 BATT INSULATION
1/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER PLAN
EXTERIOR
2"X6" LADDER FRAME
AT EXTERIOR
1/2" DRYWALL
FINISHED FLOOR
INTERIOR
3/4" T8G 6U5FLOOR
FLOOR TRUSS PER PLAN
HVAC DUCT WITH INSULATED
SLEEVE AND VAPOR BARRIER
HOLD CLOSE TO UNDERSIDE
OF SUBFLOOR
1/2" DRYWALL
INSULATION NETTING
BLOCKING AS REQUIRED
R-30 LOOSE FILL CELLULOSE
BLOWN -IN INSULATION
R-20 CLOSED CELL FOAM
INSULATION At RIM.
GARAGE UNDER LIVING SPAC, ,
5CALE.. 111
11E
TYPICAL TRUSS DETAI.1
50% IN SOFFITS
ASPHALT SHINGLES
15# ROOFING FELT WITH STARTER
SHEATHING WITH CLIPS ----- —
INSULATION BAFFLES
1'-4" (TYP)
OVERHANG
INTERIOR SHEATHING EXTERIOR
2"x6" EXTERIOR STUD
WALL 16" O.C. I °
R-20 BATT INSULATION
i 1/2" DRYWALL i I
2"x6" EXTERIOR STUD 7/16" SHEATHING I/2" DRYWALL 11
WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I
R-20 BATT INSULATION WATER RESISTANT I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP)
I1/16" SHEATHING
i
j
CLOSED CELL FOAM INSULATION
i CAULKED JOINTS VENEE
WATER RESISTANT BY FRAMER ELEVATOCOVERTOPOFEXPOSED
FOUNDATION WALL
BARRIER (HOUSE WRAP)
2" RIC RIGID INSULATION EII/2" DRYWALL LEDGE
ELEVATTIION
R
3 1/2" CONCRETE FLOOR METAL
2" CERTA-STUD (RIO)
INTERIOR #6 (GRADE 60) VERTICAL I
EXTERIOR GROUNREBAR REINFORCEMENT
EXTEN1 1/2" FROM INSIDE FACE
I/2" PLYWOOD SUB -LEDGEzi
GRADGRADEGRAD(l 2"x8" TREATED SILL
2" MIN. CLEAR
d„
2" MIN. GUAR I" THERMAX INSULATION
6 EXTERIOR d
II'
2" CERTA-STUD (RIC) Q ° 2x4 FURRING WALL II
tu
6 MIL POLY VAPOR BARRIER
04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE ° d
CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH I
DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOP /0 WALL
BY FRAMER (
NTS O #
a ° U FOUNDATION PER GRADE
4x24 (GRADE 40) DOWEL4DRAINTILE
8 POURED CONCRETE °
d
Il 0 EMBED 5" (MINIMUM) IWALL - 42" HIGH a I I a WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) -
WET SET OR EPDXY°II3000 PSI (MINIMUM) `° I I
CONTINUOUS HORIZONTAL
4x24" (GRADE 40) DOWEL
II WITH -IN 18" FROM TOP OF WALL # nI 3 1/2" CONCRETE FLOOR GROUTED IN-PLACE
I b 4x24 (GRADE 40) DOWEL
EMBED 5" (MINIMUM) a ° EMBED 5" 1J11C1U1 Z ° 8" DRAINAGE ROCK
12" ON CENTER
d I I d° 2" RIC RIGID INSULATION 42" ON CENTER
wil-l"
WET SET OR EPDXYWET SET ORP
GROUTED IN-PLACE II 11 ° a
d °
dCROUTEIN -PL
d
a
4 REBAR (GRADE 40)
PROVIDE TWO (2) WITH V-0"
CLEAR HEIGHT, THREE (3
WITH 9'-O" CLEAR HEIGHT
SPACED EQUALLY IN CLEAR SPAN
d
U
t-
1" THERMAX SHEATHING
FOAM INSULATION (R6.5) ON
INSIDE OF ALL SIDEWALLS
I I (FINISHED OR UNFINISHED)
I I o
RADON PIPE VENTED THROUGH ROOF o
SEE DETAIL ON GENERAL NOTES PAGE o
w
I INTERIOR
w
CAULKED JOINTS Ov
BY FRAMER
I I
am
3 1/2" CONCRETE FLOOR
I I
8" DRAINAGE ROCK
FOOTING PER PLAN' 1
NOTE: USE 5IMP50N STRONG -TIE
I
OR SIMILAR) FASTENERS, BRACKETS
PER PLANI CONNECTORS, AND ANCHORS
NOTE: AS REQUIRED PER CODE
6:12 MINIMUM
6" ALUMINUM FASCIA
ROOF PITCH
4" DRAIN TILE
WITH ALUMINUM SOFFIT
2"x6" CEDAR TOP RAIL _ n
DRAINAGE ROCK.
VENTS PER CODE
EXTEND MINIMUM OF 12"
CEDAR OR METAL
EXTEND MINIMUM OF 12"
BALUSTERS PER SELECTION
2x BLOCKING
7/16" SHEATHING RUN TO
UNDERSIDE OF ROOF SHEATHING
FRIEZE PER PLAN
SEE ELEVATION
WINDOW TRIM PER ELEVATION
O
z
WINDOW PER PLAN
MDO
D
z
2"x6" CEDAR BOTTOM RAIL
0
EXTERIOR
TREATED BEAM PER PLAN
INTERIOR SHEATHING EXTERIOR
2"x6" EXTERIOR STUD
WALL 16" O.C. I °
R-20 BATT INSULATION
i 1/2" DRYWALL i I
2"x6" EXTERIOR STUD 7/16" SHEATHING I/2" DRYWALL 11
WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I
R-20 BATT INSULATION WATER RESISTANT I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP)
I1/16" SHEATHING
i
j
CLOSED CELL FOAM INSULATION
i CAULKED JOINTS VENEE
WATER RESISTANT BY FRAMER ELEVATOCOVERTOPOFEXPOSED
FOUNDATION WALL
BARRIER (HOUSE WRAP)
2" RIC RIGID INSULATION EII/2" DRYWALL LEDGE
ELEVATTIION
R
3 1/2" CONCRETE FLOOR METAL
2" CERTA-STUD (RIO)
INTERIOR #6 (GRADE 60) VERTICAL I
EXTERIOR GROUNREBAR REINFORCEMENT
EXTEN1 1/2" FROM INSIDE FACE
I/2" PLYWOOD SUB -LEDGEzi
GRADGRADEGRAD(l 2"x8" TREATED SILL
2" MIN. CLEAR
d„
2" MIN. GUAR I" THERMAX INSULATION
6 EXTERIOR d
II'
2" CERTA-STUD (RIC) Q ° 2x4 FURRING WALL II
tu
6 MIL POLY VAPOR BARRIER
04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE ° d
CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH I
DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOP /0 WALL
BY FRAMER (
NTS O #
a ° U FOUNDATION PER GRADE
4x24 (GRADE 40) DOWEL4DRAINTILE
8 POURED CONCRETE °
d
Il 0 EMBED 5" (MINIMUM) IWALL - 42" HIGH a I I a WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) -
WET SET OR EPDXY°II3000 PSI (MINIMUM) `° I I
CONTINUOUS HORIZONTAL
4x24" (GRADE 40) DOWEL
II WITH -IN 18" FROM TOP OF WALL # nI 3 1/2" CONCRETE FLOOR GROUTED IN-PLACE
I b 4x24 (GRADE 40) DOWEL
EMBED 5" (MINIMUM) a ° EMBED 5" 1J11C1U1 Z ° 8" DRAINAGE ROCK
12" ON CENTER
d I I d° 2" RIC RIGID INSULATION 42" ON CENTER
wil-l"
WET SET OR EPDXYWET SET ORP
GROUTED IN-PLACE II 11 ° a
d °
dCROUTEIN -PL
d
a
4 REBAR (GRADE 40)
PROVIDE TWO (2) WITH V-0"
CLEAR HEIGHT, THREE (3
WITH 9'-O" CLEAR HEIGHT
SPACED EQUALLY IN CLEAR SPAN
d
U
t-
1" THERMAX SHEATHING
FOAM INSULATION (R6.5) ON
INSIDE OF ALL SIDEWALLS
I I (FINISHED OR UNFINISHED)
I I o
RADON PIPE VENTED THROUGH ROOF o
SEE DETAIL ON GENERAL NOTES PAGE o
w
I INTERIOR
w
CAULKED JOINTS Ov
BY FRAMER
I I
am
3 1/2" CONCRETE FLOOR
I I
8" DRAINAGE ROCK
FOOTING PER PLAN' 1
NOTE: USE 5IMP50N STRONG -TIE
I
OR SIMILAR) FASTENERS, BRACKETS
PER PLANI CONNECTORS, AND ANCHORS
NOTE: AS REQUIRED PER CODE
6:12 MINIMUM
4" DRAIN TILE
ROOF PITCH
4" DRAIN TILE
DRAINAGE ROCK.
2"x6" CEDAR TOP RAIL _ n
DRAINAGE ROCK.
2"x4" CEDAR RAIL
EXTEND MINIMUM OF 12"
CEDAR OR METAL
EXTEND MINIMUM OF 12"
BALUSTERS PER SELECTION
ENGINEERED
ROOF TRUSS a 24" O.G.
DESIGN BY MANUFACTURER RAILING (IF REQUIRED)
COVERED WITH FABRIC
I II o
COVERED WITH FABRIC
4"x4" CEDAR POST
5000 PSI (MINIMUM)
5/4"x6" CEDAR DECKNG
I/2" DRYWALL
2"x6" CEDAR BOTTOM RAIL
TREATED BEAM PER PLAN
POLY VAPOR BARRIER
R-49 INSULATION (MINIMUM)
12"x3/4" CEDAR
SKIRT BOARD
10" (TYP) 2x TREATED
DOUBLE 2"x6" TOP PLATE JOISTS PER PLAN
4x24" (GRADE 40) DOWEL
AT 16" ON CENTER
I/2" DRYWALL
EMBED 5" (MINIMUM)
2"x12" TREATED
HEADER PER PLAN
STRINGER TO GRADE
BATT INSULATION VOIDS 6"x6" TREATED POST
MECH. FASTENED
TRIM PER SELECTIONS TO FOOTING
2"x6" PLATE UNDER HEADER
CLOSED CELL FOAM INSULATION 16" DIAMETER POURED— OURED
VOIDS VOIDS AROUND WINDOWS CONCRETE FOOTING.
DEPTH t0 BOTTOM OF °
INTERIOR
MAIN HOME FOOTINGS
INTERIOR SHEATHINGEXTERIOR
2"x6" EXTERIOR STUD
WALL 16" O.C. I °
R-20 BATT INSULATION
i 1/2" DRYWALL i I
2"x6" EXTERIOR STUD 7/16" SHEATHING I/2" DRYWALL 11
WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I
R-20 BATT INSULATION WATER RESISTANT I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP)
I1/16" SHEATHING
i
j
CLOSED CELL FOAM INSULATION
i CAULKED JOINTS VENEE
WATER RESISTANT BY FRAMER ELEVATOCOVERTOPOFEXPOSED
FOUNDATION WALL
BARRIER (HOUSE WRAP)
2" RIC RIGID INSULATION EII/2" DRYWALL LEDGE
ELEVATTIION
R
3 1/2" CONCRETE FLOOR METAL
2" CERTA-STUD (RIO)
INTERIOR #6 (GRADE 60) VERTICAL I
EXTERIOR GROUNREBAR REINFORCEMENT
EXTEN1 1/2" FROM INSIDE FACE
I/2" PLYWOOD SUB -LEDGEzi
GRADGRADEGRAD(l 2"x8" TREATED SILL
2" MIN. CLEAR
d„
2" MIN. GUAR I" THERMAX INSULATION
6 EXTERIOR d
II'
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SEE DETAIL ON GENERAL NOTES PAGE o
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5000 PSI (MINIMUM) 4" PERFORATED DRAIN
1 179
4" PERFORATED DRAIN
2775
TILE (NON -SOCKED) WITH 4" DRAIN TILE TILE (NON -SOCKED) WITH 4" DRAIN TILE
DRAINAGE ROCK. PASS THROUGH FOOTING DRAINAGE ROCK. PA56 THROUGH FOOTING
EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM)
OUT AND 6" ABOVE FOOTING, OUT AND 6" ABOVE FOOTING.
COVERED WITH FABRIC FOOTING PER PLAN COVERED WITH FABRIC FOOTING PER PLAN
5000 PSI (MINIMUM) 5000 P51 (MINIMUM)
bGALt:: I" = I' -U"
LOOK OUT FOUNDATION
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CEDAR FORCH DETAILI
SCALE:: 1" = 1'-0"
2"x6" EXTERIOR STUD
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NOTE:
SEE BRACED WALL DETAIL
ON GENERAL NOTES PAGE
1/2" DRYWALL
1/2" ANCHOR BOLT PER CODE
GARAG
OPTIONAL INSULATION
1/16" SHEATHING
WATER RESISTANT
BARRIER (HOUSE WRAP)
VENEER PER i
ELEVATION
EXTERIOR
i
BITUMINOUS DRIVEWAY
TYPICAL) OPTIONAL
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E
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FILLDRIVEWAYPERSPECS
i
FILL
a
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04 REBAR (GRADE 40)
114
FOOTING PER PLAN
5000 PSI (MINIMUM)" = -
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IGARAGE FOUNDATION AT DRIVEWAY
JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE •SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-
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114
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IGARAGE FOUNDATION AT DRIVEWAY
JP Brooks
BUILDERS
BUILDERS LICENSE #BC686554
ARBOR CREEK
13700 REIMER DRIVE •SUITE 100
MAPLE GROVE, MINNESOTA 55369
763-645-
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DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01 .15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
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DRAWING RECORD
REVIEW SET 01.08.2024
PERMIT SET 01 .15.2024
SQUARE FOOTAGE
MAIN FLOOR FINISHED 1596
LOWER FLOOR FINISHED 1 179
TOTAL FINISHED 2775
FOUNDATION 1596
OVERALL SQUARE FEET 3192
GARAGE 758
TYPICAL DETAILS