2022-006674380 86th St N E
CITY OF Lot 5 Block 2- Edmonson Ridge
Monticello
BUILDING SAFETY Builder: Price Custom Homes
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 lot 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.
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
v hi h oints.
Proposed and as-built elevations of garage slab and lowest floor on walkouts.
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
v man-made indicated with draina e arrows and ercenta e of slo e.
Label all adjacent street and railroad right-of-way.
Erosion control and required landscape finishes (sod, grass, trees).
fDriveway location, width at lot line, °/a of slope.
Show decks, porches, cantilevers and bay windows.
Show individual significant trees 36" DBH (Diameter Breast Height)or larger
Retaining wall top and bottom elevations.
Show adjacent property topo related to drainage with arrows
Sump pump outlet location on building footprint a ural dr na e or piped to curb)
Show an Drain Tile installed in the ard. w t/7tf• '«i it
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
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BUYER NOTI E:
DUE TO -fHE IOUS SITE CONDITIGNS
OF INDIVIDUAI- 1-OTS, TH GRADE LINES
RE LECTED E'-Y THIS P INT A.E
FOR ILLUSTR-TIVE PUi POSES ONLY.
4ND DO NOT EFLECT ACTUA
INISH CstZADE OIZ ELEVATIONS.
1UST POST ADD2ESS ON CONSTRUCTIC
SITE VISIBLE Fi2011 ROAD.
EV 2Y PERSOI PEF2FORIIING WORK FCR WHICH
T'-E CODE IS APPLIC,=.BLE SHALL CGMPLY
wiT THe cc.
NO OCCUPANC" CR USE r":LLCWED UNTIL FINAL
INSPECTIOI AND APPRO`,L.
iZIGsHT LEY,4TION
SCALE: I/S" = I'-O"
VWE THE BUYERS OP LGT
SUBD VISiON-
AN/OR ADDRESS:
HAVE EXANWEC THIS SET Or PLANS ANC ACCEPT
THESE AS A REPRESENTATIVE OF THE DW-LLING
TO BE 6U',LT BY PRICE CUSTOM HOMES.
I/WE THE BUYERIS) AL50 ACKNOWLE GE THE
BUV DER'S RIGHT TO MRKE ALTERATIONS OR
SUBSTITUTE PRODIJCT fi DESIGN OP EQUAL OR
GREATER QUALITY. ALL AL7ERA IONS MAD= IN
COMPLIANCE WITH APPLICABLE B ILDING CO ES d
REGJLATIONS. SUCH DESIGN ALTERATIONS SHALL
MCLUDE BUT NO? BE Llh:`ITED TO:
EXACT CIMENS'O 5 CF DWELLING 4 ROOM S -HEREIN,
OPENIKG SIZES O A ANY LEVEL OP DWELLING. THE
NUMBER OF STEPS TO THE FRGNT P012CH OR ANY
OTH R LEVEL OF DWEL'_ING, LOCATION CF HEAT
VENTS R RUNS, ELECTRICAL PANEL, 0 OUTLETS.
THE BUYER(S) ALSO RC NOWLEDGE THAT ANY
f10GEL H017E. ADV RTI5'NC=, BROCHURE, ANC%OR
DISPLAYS ARE SHOWN fr P IBLISHED POR ILLUS7RATiON
ONLY. ALTERATIONS TO PLAN, DESIGN, PRODUCTS,
AND STANDARD FEATURES 11AY HAVE BEEN 1ADE
SINCE THE CONSTRUCTION OF A MOCEL HOf1E OR
ANY OTHEP. COh1FLETEG GJJELLING OF THIS FLAN.
THE BLIYER(S) M13Y HAV- SEEN f10D=_ HOME
DECORP,TING FEATL'RES SUCn PS CRr;?ERIES,
SHELVING. WALLPAPER, FUPNIT IRE. AND ' AN SCAPING
WHIGH ARE NOT INGLUDED {1NLESS OTHERWISE
SPECiPICALLY CC4TRACTED OR.
BUYER DA'E
ATTIC VEtdTILA IrJ d
P20VIDE ATTIC VENTILATION, NET =REE
A2EA TO BE EQGAL TO I/ISOTH OF
ATTIC AREA 02 I/300TH OF ATTIC
42EA PROVIDcD AT ' ERST 50% IS IN
UPPER PORTION OF 200F WITH BALANCE
Ihd SOPFIT
F OVIDE PROP I DRAINAGE
GtWAY FROI'1 BI;ILDI G.
12"
OV=RHANGS
ICE DP.f1 PRJTECTIOPd
I LAY R OF 90x COATED COOFINCz Oi
COATED CxLASS G BASE SHEET SHALL
BE APPLIED FROii THE EAVES TO A,
LINE 29" IhdSIDE THE EXTE2 02 WALL
LINE WiT ALL L+PS CEMENTED TOGETHER
ALL OPENINGS TO EXTERIOR MUST
BE CAULKED k FLASHED
PL?,SHINCz f5 REQUIRED WHERE ,4LL
RGOF APJD VERTICAL SURFACES MEET.
Of2 WHE'E SIDING MATERIAL CHANGES.
THE APPROVED ADDKESS SHALL BE
DISPLAYED. FLAINLY `ISiBLE fi LEGBLE
F20f1 THE ST2EET FROIJTfNG THE
PROPERTY_ 4" HIG-H NUMBERS WILL BE
LISE, SLIBJEC TO CITY 2EQUIREMENTS.
12
8
R,4i EL l,4TION
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HOGs= N aees
ALL EXTERIOR
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BUY R p,,-E I SC LE: I/" = I'-Q,
SQUA E FOOTAGE Cf LCUL TIDNS
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OWER LEVEL
MAIN LvOR
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TO7AL
GRAND TO-P.L SQ. F-.
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FINISHED
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732
3880
LE T EL V,4T141
r'JC: 8 _ `—Q
UNFI ISHED
STOIZM WATE( RUN-CFr SI-.AL'_ BE CHANNELED
INTO SWALE, PONDINC AREA J2 OTHER
SUITABLE FACILITY. NC RUN-OFF SHALL BE
DI ECTED ONTO ADJACENT PROPE2TIES.
PtzOPEiZTY INES I'1L T BE STAKED IN ORD R
TO 1 121 Y SETBACKS TO LOT LI ES-I NOT
STAKED SURVEY MUST BE PROVIDED.
CLFRN STREET DAILY OF ANY M TEIZIAL
TR 4CKED ONTO IT F(OM THIS SI'E.
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6-24-22
28-22
8-9-22
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SCALE AS SHOWN
PLAN DATE: 8-i6-22
SHEET 1 OF 9
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FOUNDATION PLAN
SCAI E: 1/4" = 1'-0
PLAN DAT 8-i6-22
SHEET # 2 OF 9
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SCAL i/4° = i'-
PLAN DAT 8-16-22
SHEET # 3 OF 9
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NOTE...BATHTUBS AND SHOWER
FLOORS E WALLS ABOVE BATHTUBS
WITH Si-IOWER HEADS AND IN SHOWER
COMPARTMENTS SI-IALL BE FINISI-fED
WITH A NONABSORBENT SURFACE,
EXTENDINCs TO A HEIGHT OF NOT
LESS TFiAN 6' FROM FLOOR.
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UPPER FLOOR PLAN
SCALE: 1/4 = 1'-0"
PLAN DAT 8-16-22
SHEET#40F9
5 I/2"
12
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B 5–I/2" LP
TRIM
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GYP. BD. J INT I 101
AIR BARRIER
4 MIL VAP02
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JOINTS 6" 1"IIN.
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TO RAI'11NG UJ/ 3/8" DIA.
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PA2TITION
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22" TRUSSES
24 -C-
8" S.R.
CEILINCs
NOTE... ANY RISER OR
TREAD SHALL NOT EXCEED
OTI--IERS BY MORE TI-+AN 3/8"
ADJUSTABLE MINIMUM TREAD WIDTH TO BE
THRESI–fOLD MEASUI2 D ROM THE NOSE
OF THE ADJUSTABLE THRESI-+OLD
10" 7-3/4" MAX
TI-fESE
MIN. DIMENSIONS
7-3/4" MAX To BE
EQUAL
ROOF TRUSSES
g 24° o.c.
DESICsNED BY MFR
5/8" S.R.
CEILINCs
LAUNDRY
KITCI--IEN
3/4"
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22" TRUSSES
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8" S.R.
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LOOR TRUSS
DIMENSION
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DIM NSION
TO SHEETROCK
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TREAD MATERIAL
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3/4"
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RISE–-3/4" M,4XIMUM
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ON STRINC:ER
TYPIC,4L ST,41R DET,41L
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ROOF TRUSSES
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DESIGNED BY M R
5/8" S.R.
CEILINCs
LAUNDRY
EXTEND 3/4"
SUBFLOOR TO
ST,41R WALL
FRAMING
EXTEND 3/4"
SUBFL0012 Tl
ST,41R WALL
FRAMING
4MILY ROOM
12
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HEEL
9'-3„
FRAMINCs
5'–O"
OUTSIDE TO
UTSIDE FRAMING
6'-9„
FLOOR TRUSS
DIM NSION
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2'-6" IIIII 9'-10 I/9"
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FLOOR TRUSS
DIMENSION
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REVISION DETAIIS
6–I1-22
6-24-22
28-22
8-9-22
8-16-22
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PLAN DAT 8-16-22
SHEET # 5 OF 9
ARCHITECTURAL -
ASPHALT
SHINCsLES
I" AIR CI--IUTES ULL
WIDTH OF E,4C1--I
TRUSS SPACE
RIGID
WINDWASFi
B,4RRIER
SIDERS EDG -
ALUMINUM ASC1,4
wiT 2x6
SUBFASCIA
VENT D ,4LUMINUM -
SO FIT-ALL TO BE
P RFOR T D
16" O.S.B. SI--fEATI--fINCs
5-I/2" B,4TT
INSUL,4TION (R-20)
NC:IN ER D 200F
TRUSSES a 24" O.C.
INTERIOR I/2" C:YPSUM BOARD
4 MIL POLY VAPOR B,4RRIER
WITI-f JOINTS L,4PPED 6" MINIMUM
5-I/2" R-20 FIBEI2C:L,4SS INSULATION
16" OSB SI-IEATI-fING
VINYL SIDING
HOUSE WRAP (XTEND DOWN WALL
TO ,4 POINT B LOW TH SILL)
I/2" OSB SI-IEATI-IINC AT RIM
BLOWN IN INSUL,4TION
SILL S,4L UND R 2X8 PRESSURE
1'11NIMUM R-4q
T2,4T D PLATE
24" ROLLED RUBBER OVER EXTERIOR
RIGID INSULATION. 6" ABOVE C:RADE
S 4L VAPOR BARRIER Is" BELOW GRAD.
TO RAMING UJITFi 3/8"
B,4D O ,4COUSTIC 4L SE,4L 4NT
T 4PE CEILING V,4POR BARRI R
TO W,4LL V,4POR BARRIER AT S,4M
C:R,4DE LINE
4 MIL POLY VAPOR B,4RRIER
WITI-f JOINTS L,4PPED 6" MINIMUM
I/2" INTERIOR GYPSUM BOARD
T uss D T,I
SC,4LE: I" = I'-O"
R-10 RIC:ID
INSUL,4TION
INTERIOR I/2" GYPSUM B0,4RD
9 T11L POLY V,4P02 BARRI R
WITI--I JOINTS L,4PP D 6" f11NIf1Uf1
I/2" R-20 IBERGLASS INSUL,4TION
16" OSB SHE,4THINCs
VINYL SIDING
ENGINEERED
FLOOR TRUSS I/2" OSB SI-1,4T1-IING ,4T RIM
SILL SEAL UNDER 2X8 PRESSUR
TREATED PL,4T
24" ROLLED RUBBER OVER EXTERIOR
RICsID INSULATION. 6" ABOVE CsT2AD
18" BELOW GR,4DE.
4COUSTICAL S 4L,4NT ,4PPLIED
4T TOP ,4ND BOTTOM EDGES BETWE N
INSULATION 4ND SL 4B/SILL PL 4TE AND
4T ,4LL VERTIC,4L DGES
CONCRET FOUNDATION
fi IM ,T OU1 D,TIO I D T,I
SC,4LE: I" = I'-O"
CsRADE LINE
R-10 RIGID INSULATION
ENGINE 2 D
ACOUSTIC,4L SEAL,4NT ,4PPLIED
AT ALL V RTICAL EDC:ES
AT TOP AND BOTTOP'f EDG S BETW EN
INSULATION AND SLAB/SILL PLATE ,4ND
fi IM T OU1 D,T101 D T,I
SC,4L: I" = I'-O"
E BETWEEN WINDOW & SOFFIT
LP TRIM
W R.O.
PLATES, SEALER &
NCI-IOR BOLTS OR
1BEDDED MIN. "
C. & MAX 12"
rE ENDS
CONC
REVISION DETAILS
i-z2
6-24-22
1-28-22
8-9-22
8-I6-22
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SCALE AS SHOWN
PLAN DAT 8-16-22
SHEET # 6 OF 9
n
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2" RICsID INSUL
8" POURED CONC
20 X 8 FTCs
u s M T
SC,4L: 1/" = I'-O"
1/2" GYP BOARD
4 MIL POLY VAPOR BARRIER
WITH JOINTS LAPPED 6" MINIMUM
TAPE TO LESCO BOX FLANGES
5-1/2" BATT INSULATION
7/16" OSB SHEATHING
INSTALL PER MFG SPECS)
HOUSE WRAP
SIDING PER PLAN
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MINIMUM 12"
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SC,4L: 1/" = I'-O"
1/2" GYP BOARD
4 MIL POLY VAPOR BARRIER
WITH JOINTS LAPPED 6" MINIMUM
TAPE TO LESCO BOX FLANGES
5-1/2" BATT INSULATION
7/16" OSB SHEATHING
INSTALL PER MFG SPECS)
HOUSE WRAP
SIDING PER PLAN
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SC,4L: 1/" = I'-O"
C 4R 4C E RONT i'ORT,4L R,4M
FASTEIV KINCs STLID
TO i--IEADER W/ (2)
ROWS Idd SIIVKER
NAILS 3" O.G.
16" OR THICKEi2
PLYWOOD OR OSB
SHE,4T1-fINCx APPLIED
TO EXTERIOR SIDE
OF STUDS (N,41L
SH,4T1-IINCs AROUND
PERIMETER W/2 ROWS
Sd NAILS g3" O.C.
ST,4CsCsERED 4 TO
PLATES/BLOCKINC:
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ARCHITECTURAL ASPHALT SHINGLES \
15# ROOFING FELT
1/2" ROOFING PLYWOOD
TRUSSES
EXTERIOR AIR FILM
BLOWN INSULATION R = 49.00
POLY VAPOR BARRIER ENC:IN ERED 200F
5/8" GYP BOARD TRUSSES a 24" O.C.
INTERIOR AIR FILM
SE,4L V,4POR B,4RRIER
TO FRAMINCs WITH 3/8"
BEAD OF ,4COUSTICAL SE,4L,4NT
TAPE CEILINCs V,4POR B,4RRIER
TO WALL VAPOR BAR121ER AT SE,4M
UPPER
FLOOR
22" FLOOR TRUSS SYSTEM
DESIGNED BY MFR —
MAIN
LOOR
22" FLOOR TRUSS SYSTEM
DESIGNED BY MFR —
3/4"
SUBFLOOR
R-21 3" SPRAYED
INSULATION Q RIM
R-21 3" SPRAYED
INSULATION @ RIM
3/4"
SUBFLOOR
INSULATION AND AIR BARRIER
TO BE CONTINUOUS OVER THE
TOP OF THE OUNDATION WALL
ACCOUSTICAL SEALANT APPLIED AT TOP 9
BOTTOM EDGES, BETWEEN INSULATION fi
SLAB/SILL PLATE 6 AT ALL VERTICAL EDGES
BASEMENT
6 MIL POLY VAPOR BARRIER
UNDER CONCRETE SLAB
LAPPED MINIMUM 12" SEAL JOINT BETWEEN
FOUNDATION WALL &
3-1 /2" SLAB WITH APPROVED
CONCRETE SLAB f1ATERIAL
2 STOi2Y ULL
UJ LL S CTIO I
SC,4LE: I/2" = I'-O"
SMT °
PERFORATED
DRAIN PIPE
S
7
w
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ASPI-fALT
SHINCsLES
I" AIR CHUTES FULL
WIDTH O EACI-I
TRUSS SPACE
RIC ID
WINDW,4SH
BAI2RIER
SIDERS EDCsE
ALUMINUf1 F,4SC1,4
WITH 2X6
SUBF,4SC1,4
VENTED ALUhIINUT1
SOFFIT-ALL TO BE
PERFORATED
1/2" GYP BOARD
4 MIL POLY VAPOR BARRIER
WITH JOINTS LAPPED 6" MINIMUM
TAPE TO LESCO BOX FLANGES
5-1/2" BATT INSULATION
7/16" OSB SHEATHING
INSTALL PER MFG SPECS)
HOUSE WRAP
SIDING PER PLAN
I/2" OSB SHEATI-fING
AT RIM
1/2" GYP BOARD
4 MIL POLY VAPOR BARRIER
WITH JOINTS LAPPED 6" MINIMUM
TAPE TO LESCO BOX FLANGES
5-1 /2" BATT INSULATION
7/16" OSB SHEATHING
INSTALL PER MFG SPECS)
HOUSE WRAP
SIDING PER PLAN
2X8 TREATED SILL WITH SEALER & 1/2" DIA.
ANCHOR BOLTS OR STRAPS EMBEDDED MINIMUM
7" AT 6'-0" O.C. & MAX 12" FROM PLATE ENDS
HOUSE WR,4P-EXT ND D DOWN W,4LL
TO ,4 POINT BELOW THE SILL
ADD EXTERIOR ABOVE GRADE
PROTECTION-WATERPROOFING
OVER BLOCK TO BELOW GRAD
GRADE SLOPES AWAY FROM WALL
AT 5% (6" PER 10'-0")
24" ROLLED RUBBER OVE12 EXTERIOR
RIC:ID INSUL,4TION. 6" ,4BOVE C:RADE
18" BELOW CsRADE.
2" RICsID INSUL,4TION
REVISION DETAILS
6-I1-22
6-24-22
2s-22
8-9-22
8-I6-22
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SCALE AS SHOWN
PLAN DAT 8-16-22
SHEET # 7 OF 9
1 0 fTf T O
RADON MITIGATION-PASSIVE SYSTEM
SUB LOOR PREPARATION
CLAY JOBS
ALL INTERIOR BAS MENT LOOR SPACE TO BE BACKFILLED UJITH AGGREGATE APPROXIMATELY
8„ DE P. THE AGGREGATE SHALL CONSIST OF MATERIAL THAT UJILL PASS THROUGH A 2 INCH SI VE AND BE
RETAINED BY A I/9 INCH SIEV.
SAND SUPPLIED BY EXCAVATOR
SAND INSTALL D BY EXCAVATOR
RADON SEAL D SUMP BASK T AND COVER/DRAINTIL INSTALLED BY EXCAVATOR
RADON MITIGATION-ALTERNATIVE PASSIVE SYSTEM
SAND JOBS
A FOUNDATION DRAIN PIPE SYSTEM INSTALLED UNDER CONCRETE FLOOR SLAB AREAS,
CONSISTING OF A CONTINUOUS LOOP OF MINIMUM 4" PERFORATED PIPE SHALL BE LAID IN THE SUB-GRAD
UJITH THE TOP OF TH PIPE LOCATED APPROXIMATELY I INCH BELOUJ THE CONCR TE SLAB. TH
LOOP OF P R ORATED PIPE MUST BE BURIED 4 INCHES DE P IN A GAS-PERMEABLE LAY R
OF CLEAN SAND ILL.
SAND SUPPLIED BY IUATERPR00FING CONTRACTOR
SAND INSTALLED BY UJATERPROO ING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE SUPPLIED BY UJATERPROOFING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE INSTALLED BY UJATERPROOFING CONTRACTOR
2. SOIL GAS RETARD R (6 MIL POLY) TH SOIL IN BASEM NT LOOR AREAS SHALL BE COVERED UJITH A
CONTINUOUS LAYER OF MINIMUM 6 MIL POLYETHYLENE SOIL-GAS-RETARDER. THE GROUND COVER SHALL BE
LAPPED A MINIMUM OF 12 INCHES AT JOINTS AND SHALL EXTEND TO ALL OUNDATION UJALLS ENCLOSING THE
CRAUJL SPACE AREA.
6 MIL POLY SUPPLIED AND INSTALLED BY CONCR TE SUBCONTRACTOR.
3. LOOR OPENINGS-OPENINGS AROUND BATHTUBS, SHOUJERS, UJATER CLOSETS, PIPES, UJIRES, OR OTH R
OBJECTS THAT P NETRADE CONCRET SLABS OR OTHER LOOR ASS 1BLI S SHALL BE FILLED UJITH A POLYURETHANE
CAULK.
4. CONCRETE JOINTS-ALL CONCRETE JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS, AND ANY OTHER JOINTS
IN CONCRFETE SLABS OR BETUJ EN SLABS AND FOUNDATION UJALLS SHALL B SEALED IUITH A CAULK OR SEALANT.
GAPS OR JOINTS SHALL BE CLEARED OF LOOSE MAT RIAL AND FILLED UJITH POLYURETHAN CAULK.
5. CONDENSATION DRAINS-SHALL BE TRAPPED OR ROUTED THROUGH NON-PERFORATED PIPE TO DAYLIGHT.
6. SUMPS-SUMP PITS SERVING AS THE T RMINATION POINT FOR SUB-SLAB OR INT RIOR DRAIN TIL LOOPS
SHALL BE COVERED UJITH A GASKETED OR OTHERIUISE SEAL D LID. SUMPS USED AS THE SUCTION POINT IN A
SUB-SLAB DEPRESSURIZATION SYSTEM SHALL HAV A LID DESIGN D TO ACCOMMODATE TH V NT PIPE. SUMPS
USED AS A FLOOR DRAIN SHALL HAVE A LID EQUIPPED IUITH A TRAPP D INLET.
1. VENT PIPE-A PLUMBING TE CONNECTION SHALL BE INSERTED HORIZONTALLY BENEATH THE P[OLY UJITH
ONE 10 FOOT S CTION OF A PERFORATED PIPE CONN CTED TO EACH SIDE OF TH "T" FITTING AND THEN
CONNECTED TO A 3 OR 9 INCH DIAMET R FITTING UJITH A VERTICAL VENT PIPE INSTALLED THROUGH THE SHE TING.
THE VENT PIP SHALL BE OF SOLID PIPING MAT RIAL AND SHALL BE EXTENDED UP THROUGH TH BUILDING
LOORS, TERMINAT D AT LEAST 10 FEET AIUAY ROM ANY UJINDOUJ OR OTHER OPENING INTO TH CONDITIONED
SPACES OF TH BUILDING TGHAT IS LESS THAN 2 FEET BELOUJ TH XHAUST POINT, AND 10 E T ROM ANY
UJINDOUJ OR OTHER OPENING.
8. VENT PIP DRAINAGE-ALL COMPONENTS OF THE RADON VENT PIP SYSTEM SHALL BE INSTALLED TO
PROVIDE POSITIV DRAINAGE TO TH GROUND BENEATH THE SLAB OR POLY.
0 V NT PIPE ACCESSIBILITY-RADON VENT PIPES SHALL PROVIDE ENOUGH SPACE AROUND THE PIP OR
UTURE INSTALLATION 0 A FAN SYSTEM. THE SPACE PROVIDED FOR INSTALLATION OF A UTURE FAN SHLL BE A
MINIMUM OF 24 INCHES IN DIAM TER, CENTERED ON TH AXIS OF TH VENT STACK, AND SHALL XTEND FOR A
MINIMUM VERTICAL DISTANCE OF 3 FE T.
10. V NT PIPE ID NTI ICATION-ALLJ RADON VENT PIPES SHALL BE ID NTIFIED IUITH AT LEAST ONE LAV L ON
ACH FLOOR AND IN ACCESSIBLE ATTICS. THE LABEL SHALL R AD: "RADON REDUCTION SYSTEM".
II. POUJER SOURC-TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIV SUB-M 1BRAN, AN EL CTRICAL
CIRCUIT TERMINAT D IN AN APPROVED BOX SHALL BE INSTALLED DURING CONSTRUCTION IN THE ATTIC LOCATION
OF VENT PIP ANS.
S ST
ATTIC
2ADON VENT T RT11N,4TED 12" I'11NIMUT1
4BOV ROOF SURF,4C. PIP 1"IUST ALSO
BE 10" ROM ,4NY WINDOWS OR OTH R
OPENING IN ADJOININCs/,4DJACENT BUILDINGS
F,4N ,4RE,4
36" MIN. HEICsHT
MIN 24" DIAMETER
CENTERED ON TFiE
AXIS OF THE
VENT STACK
RUN THROUCsH
CONDITIONED
SPACE
NOTE:
SEAL ALL FOUNDATION OPENINGS
INSTALL PIPE AS STRAIGHT AS
POSSIBLE TO HELP FLOW. ELBOWS
ARE ALLOWED,BUT SHOULD BE
AVOIDED IF POSSIBLE.
3—I/2" CONCRETE
SLAB WITH 6 MIL
POLY VAPOR
BARRIER
LAPPED 12" MINIMUM
AT EDCsES)
CAULK
ALL JOINTS 4" DEEP
SAND
0
OUTL
T2ADON REDUCTION
SYSTEM" L,4BEL ,4T
EACI-f LOOR
T2ADON REDUCTION
SYSTEM" L,4BEL ,4T
EACI-f LOOR
3" CsASTICsHT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LABEL AT
EACI-f LOOR
3" CsASTICsHT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LABEL AT
EACI-f LOOR
3" CsASTICsHT
PVC RADON VENT
POLYURETHANE
CAULK ALL
OPENINCsS
io-o° „ io-o„ o
SUMP BASKE PYC PIPE
LID TO BE
SEALED
SSIY ,DO I SYST M
FOUNDATION
COATINC:
CONCRETE
WALL
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RADON MITIGATION
SCALE AS SHO N
PLAN DAT 8-16-22
SHEET # 8 OF 9
U1INDOUI DOOfi NOT S
EGRESS...ONE WINDOW IN LOWER LEVEL AND ONE UJINDOIU IN EACH
B DROOM MUST H V 5. SQ. T. O N T OPENABL RE,4 WITH A
MINIMUM O 20" IN WIDTH AND 24" IN I-I IGI-IT. M XIMUM SILL I-f IGI-fT
4BOVE FLOOR IS 44".
BLOCK ,4LL EXT RIOR P,4T10 DOORS WITH NO D CK ,TT,4CHED SO
DOOR C NNOT BE OPENED MORE THAN 4".
G,4RAG/HOUS SEPARATION DOOR TO B 20 MINUT FIR RATED,
LATCI--IING GASKETED.
ST 41fi` fi2 ILINC. NOT S
EVERY ST,4IRWAY SH,4LL I-fAVE A H ADROOM CLEARANC
O NOT L SS TH,4N 6'-8".
C,4RP NT R TO PROYIDE BLOCKING OR N UJEL POSTS.
TOP O H,4NDRAILS TO BE MOUNTED AT 36" ABOVE RONT
EDG O TR,4D NOSING-CONTINUOUS ULL L NGTH OF
ST IRS. TURN ENDS INTO N W L POST OR UTALL.
R,4ILINGS AR AT 11NIMUM 36" I-I IGI-IT LUITH MAXIMUM L SS
TH,4N 4" BETW EN INT RMEDIAT R,41LS.
ST,41RS 4" MINIMUM RISE ,4ND -3/4" M,4XIMUM RISE. STAIR
TR DS P11N1"fUl"I 10" i2UN ON ALL ST,41RS. ,4NY RIS R OR
TR D SHALL NOT XC ED OTHERS BY 3/8".
XTER102 STAIR SHALL BE PROVIDED WITH ,4N A2TI ICI,4L
LIGI-IT SOURCE IN TI-fE IMM DIATE VICINITY O
TH TOP L,4NDING OF TI-IE ST,412LUAY.
Ol l l I OI I III I.F J I I l t
ITEM ROUGH OPENING
LL WINDOUJS-,4DD I/2" TO HEIGHT ,4ND I/2" TO WIDTH
6068 P 4T10 DOOR " x s3"
8080 P TIO DOOR q" X q"
2868 EXTE1 101 G I GE DOOR 34° x 83"
3068 EXTERIOR I ONT DOOI 3s" x 83"
3068 1 ONT DOOf WITH I S_L. so-I/2" X s2"
3068 RONT DOOI WITH 2 S_L_ 62-/2" x s2"
3068 RONT DOOR I S.L. TR NSOM so-2° x 4"
3068 RONT DOOR 2 S.L. TRANSOI 62-I/2" x q4"
20 8 PREHUN INTERIOR 2" x s3"
24 8 PREHUN INTERIOR 30" x s3"
2668 PI EHUNG INTEI 101 32" x s3"
2868 PREHUNG INTERIOR 34" x s3"
3068 PREHUNG INTEI IOR 3s" x s3"
2068 BIFOLD s2" x 2-2"
2668 BI OLD 82" X 31-I/2"
3068 BI OLD s2" x 3-I/2"
4068 BIFOLD s2" X 49-I/2"
068 BI OLD s2" x 6-/2"
068 BI OLD s2° X 3-I/2"
LL V I-fICLE CC SS DOORS 1UST B R T D TO WITI-fST ND O MPH
LUIND LOADS. ,4PPROV D ASSEMBLI S MUST BE M,4RK D OR LABELED
4S C0 1PLIANT UJITI-I ANSI/DSMA108.
DOUBLE STUD EACH SID O DOOR OPENING FOR TRIM
C N fi`4L fi L 4N NOT S
ALL INTERIOR UJALLS 3-I/2" UNLESS NOTED OTHERUJISE. ALL INTERIOR
PLUI"IBINC$ W,4LLS -I/2" UNLESS NOT D OTHERWIS_ ALL ,4NC$LED W,4LLS
RE 45 DEGRE S UNLESS NOTED OTHERWIS.
TOWEL BARS 10UNTED 4T 54" 4ND TOIL T P 4P R HOLDERS 10UNT D AT 24"
SAFETY CsL ZINCs GLASS TO BE USED ON LL CsLASS IN TUB ND
SHOW R AR.
TTIC CCESS REQUIRED MINIMUM 22" X 30" IN N CCESSIBLE LOC TION.
SMOKE DET CTORS INT RCONN CTED, I-IARD UJIR D, LUITH BATT RY
B CKUP EACH LEVEL ,4ND E CH BEDROOM.
SU 1P BASKET COVER TO BE SECURED.
GAR,4GE/I-fOUS S PAR,4TION W LL TO B ONE I-IOUR FIR 2 SISTIVE
CONSTRUCTION ON GAR,4GE SIDE OF LUALL WITH JOINTS T,4PED.
L GIBL S T OF M,4NU ACTURERS NGINE R D TRUSS DETAILS TO BE
POSTED ON JOB SIT.
BUILDING NOT TO B OCCUPI D UNTIL C RTIFIC,4T OF OCCUPANCY
HAS B EN ISSUED.
CONTINUOUS ,41R B,4RRIER TO B PROVID D ,4T ALL L CT2IC L,
1 CHANIC,4L. AND PLUMBING P N TRATIONS.
5/8" TYPE "X" GYP/BD R QUIRED ON INSID OF ,4NY ENCLOS D
SP,CE UND R ST,41RS.
EVERY P RSON PER ORMING UJORK FOR WHICH THE CODE IS APPLIC 4BLE
SH,4LL COMPLY LUITH TI-f CODE.
CARBON MONOXID D T CTORS ,4RE REQUIRED UJITI-IIN 10 E T OF
4CH R00 1 L,4W ULLY US D FOR SLE PINC: PURPOS S.
XI-1,4UST ANS 1UST B YENT D TO OUTSIDE AIR.
INSUL,4T DUCT IN UNH AT D RE,4S.
OUND 4TION NOT S
FOUND,4TION ANCHORAG
PROVID 11NIMUM I/2" BOLTS WITH ,4T LE,4ST 2 PER PIECE ,4ND PLAC D
B TWEEN 3-I/2" TO 12" ROM NDS OF EACI--I BOARD, SPACED
M,4XIMUM O 6" O.C. BOLTS SHALL I-1,4V MINIMUM " EMBEDMENT IN
CONCRET AND BE CAPPED WITH NUTS AND LUASH RS. LAT RALLY
SUPPORTED FOUND TION W LL REQUIR PIENT-2" W SI-fER, .12" THICK,
ND COUNTER SUNK .25"
FOUND,4TION W,4T RPROOFING MEMBR,4NE:
CONCRETE AND MASONRY OUNDATION UJALLS THAT RET,41N EARTH AND
ENCLOS INT RIOR SPACES SH LL BE W T RPROOF D IUITH AN
PPROV D M,4T RI L ROM TOP OF OOTING TO FINISI-fED GRAD.
JOINTS SH,4LL BE LAPPED AND SEALED.
V,4POR R T,4RD R REQUIRED BETUJEEN CONCR T FLOOR SL,4B AND
SUB-GR,4DE. G,4RAGE IS EXCLUDED.
PPROV D OUNDATION DRAINAG SYST M REQUIR D (R405.1>
DR 4 TSTOPPING R QUIRED. CONC AL D AREA NOT TO XCE D 1000 SQ. T.
LL W,4TER FROM OUND TION DR,41NS OR SUMPS MUST BE PU 1PED OR
DRAINED DIRECTLY TO THE XTERIOR TI-IROUGH RIGID PLASTIC OR
STE L PIPING. NO SUMP WATER IS ALLOUJED TO B PUMP D INTO LOOR
DR INS. SINKS. OR ,4NY OTHER ACCESS TO SANITARY SEWER.
SUB-SLAB D PIZESSURIZATION SYSTEM R QUIIZED (R,4DON 1ZEDUCTION
SYSTEM) PER 1NRC 1322.2103 SECTION 103.6
PROVID CONNECTION LOC,4TION POINT FOR L CTRIC,4L S RVICE TO
CONCRETE-ENC,4SED ELECTRODE. CONCRETE ENCASED ELECTRODE
1,4Y B REQUIR D.
PROVIDE CLEAR NCE TO COMBUSTIBLES PER MECH NICAL CODE FOR
LL V NTS/CHIMN YS CONV YING COMBUSTION PRODUCTS.
PROVIDE OUTSIDE C0 1BUSTION IR TO FURNACE ,4RE OR THE RETURN
IR DUCT.
PROVIDE CORE ILL ND VE2TIC,4L R IN 02CEM NT A MINIMUM OF SIX
E T ON C NTER P R MN BLDG COD 1303-1900
PROVIDE 6" WOOD/RTH SEP RATION
ROST FOOTINC: MINIMU 1 42" DEPTH.
PL 4N CH 4NC,S
6-14-22 RFI u O133 (KRIS)
ORICsIN{L PLAN ORDER
T12ENTON W/SUNROOM AND WALKOUT BASEMENT
6-I1-22 RPI tt 0 33 (KRIS>
CI-fANCs UPPER FLOOR PLAN TO OLD h10NTIC LLO LOT 10 PLAN
CI-fANCs MAIN FLOOR PL{N TO OLD MONTICELLO LOT 10 PLAN
b-24-22 RFI tt O133 (KRIS)
CI-f,4NCsE FIREPLACE W,4LL TO Cs,4S FIREPL,4CE W/BUILT INS
28-22 RFI tt 0 33 (KRIS>
FINISH BASEMENT
CI-IANCsE TO EXECUTIVE ELEV,4TION C ELEV,4TION
CI-IANCsE UPPER LOOR PLAN B,4CK TO ORIGIN,4L
8-9-22 R I tt 0 33 (KRIS>
5' CER,4MIC SI-fOWER W/NICHE
8-I6-22 RFI tt 011l (JOE)
UPDAT STAIRS
SOFFIT {BOVE MASTER VANITY
DD FIREPLACE BOX DEPTFi DIMENSION
LARCsER BASEMENT BEDROOM TO MOVE WINDOW ROM UNDER CsIRDER
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PLAN DAT 8-16-22
SHEET # 9 OF 9
r
CITY OF
PHONE:763-295-2711 Fax:763-295-4404
n O 505 Walnut Street ; Suite 1 j Monticello, MN 55362
City of Monticello
CERTIFICATE OF OCCUPANCY
This Certificate is issued certifying that at the time of issuance, this structure was
inspected for compliance with the requirements of the 2020 Minnesota State
Building Code and ordinances of the City regulating building construction for the
following:
Building Address:
PIN:
Legal Description:
Zoning District:
Permit No:
Work Activity:
Construction Type:
Occupancy:
Occupant Load:
Applicant:
Applicant Address:
City, State, Zip:
4380 86TH ST NE
155264002050
EDMONSON RIDGE
Block 002 Lot 005
2022-00667
NEW CONSTRUCTION
VN
IRC-1
NA
PRICE CUSTOM HOMES
11110 INDRUSTRIAL CIR NW
ELK RIVER, MN 55330-
Ronald G Hackenmueller, Building
Official #B0002915
Comments:
1 Z. - - . .2
Date
ITEMS NOT COMPLETE AT FINAL INSPECTION: Final grade, Landscaping, Trees, As-
Built survey
www.ci.monticel lo.m n.us