2021-00943jU3
CITY OF _j (` JG AGKZ
Monticello T `v
BUILDING SAFETY
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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 nal 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,
lakes, and Type 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
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
man-made} indicated with drainage arrows and ercentage of slope. _
Label 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.
14
Show decks, porches, cantilevers and bay windows.
Show individual significant trees 36" DBH (Diameter Breast Height)or larger
I f { 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 p ed to cuxb)/
Show an Drain Tile installed in the yard. fG'r c-v.r 5,-ie v%+ %1,
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
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I/UJE THE BUY RS OF LOT
SUBDIVISION:
AND/OR DDRE55:
BLOCK
I-f?Y EX 4MINED TI-{IS SET OF f'LANS AND ACCEPT
HESE ,4S 4 R P12 SENT,4TIVE OF TI-IE DWELLINCs
TO S BUILT BY fi'f210E CUSTOM F+OMES.
I/W THE BUYER(S> ALSO ACKNOWLEDC3E TI-f
SUILDEi2'S RIC:HT TO MAKE ALT I2ATIONS OR
SUSSTITUTE PRODUCT 9 DESIGN O EQUAL OR
GREATER QUALITY. ALL ALTERATIONS f1ADE IN
COhIPLI>4NCE WITH APPLICABL SUILDINCs CODES &
i2EGsUL,4TION5. SUCI-f DESICsN ALT RATIONS SI-fALL
INCLUDE BUT NOT BE LIMIT D TO:
EX,4CT DIM NSIONS O DIU LLING 8 ROOMS TI-fEREIN.
Oi ENINCs SIZ S ON ,4NY LEVEL OF DWELLING. TI-IE
NUMB R O STEPS TO TI-{E f20NT f'ORCI--f OR ANY
OTHER LEVEL O DWELLING, LOC,4TION O H 4T
VENTS E RUNS. ELECTRICAL PANEL, & OUTLETS.
THE BUY R(S) ALSO ACKNOWLEDC E TI-fAT ANY
MODEL HOME. ADV RTISING. BROCI-lURE. AND/OR
DISPL,4Y5 ,4T2E SHOWN E PUBLISF-fED FOi2 ILLUSTRATION
ONLY. ALT i2,4TIONS TO PLAN. DESIC N. PRODUCTS.
AND ST,4NDAi2D F ATUR S T1>4Y HAVE BE N MADE
SINC TH CONSTRUCTION OF A MODEL I-fOME OR
ANY OTI-fER COMPLETED DWELLING OF TI-fIS PL,4N.
THE BUY R(S> MAY H,4VE SEEN MOD L HOME
DECOi2ATING EATURES SUCH AS DRAPET2fES.
SHELVINCs. WALLPAPER, FURNITURE. AND LANDSCAPINCs
UJHICH ,4R NOT fNCLUDED UNLE55 OT{-fERUJISE
SP CI ICALLY CONTRACTED OR.
STRUCTUI AL SIC,NOF
CUST0 1EIZ SIGNATU 2ES:
BUYER DAT
BUY R DATE
IN,L SIGNO
CUSTOI'1ElZ SIGN,QTUiZES:
BUYER DATE
BUYER DATE
ALI
VE
fi 4iZ /TIO1
SC 4L: 1/8„ = 1,_O„
PROP IZTY LINES 1'1UST BE ST,4KED IN ORDEf`
TO VEi`I Y SETB,4CKS TO LOT LIN S-I NOT
ST 4KED SURVEY rfUST BE PROVIDED.
CLEAN STT T D,4fLY O ,4NY f1,4T fZ1 4L
Ti2,4CK D ONTO IT i 01'1 THIS SIT.
f1UST POST ,4DDR 5S ON CONSTRUCTION
SITE /ISIBLE ROM RO D.
EVEIZY PERSON PERFORi"ffNC, UJOfZK OR IUHICI-f
TH CODE IS ,4PPLIC 4BL :H,4LL CO1'1PLY
UJITH TI-IE CODE.
NO OCCUP 4NCY OR USE ,4LLOWED
INSPECTION ,4ND PP20V,4L.
STOR1'1 UJ,4TElZ RUN-Ot= SI-f 4LL BE CH,4NN L D
INTO SlU,4LE. PONDINC: 4i E 4 OR OTHER
SUfT,4BLE ,4CILITY. NO i UN-OF S+--f,4LL BE
DIR CTED ONTO DJAC NT Pi OPEi TIES.
I T L Y T O I l PROVIDE PROPER DR 41N 4GE
SC 4L: I/8" = 1'-O"
Y oM Bui Di.
ICE DAM PROT CTION
I LAYER OF 40# CO,TED tZOOFING O% ATTIC VENTILATION
COAT D GLASS G BAS SH ET SHALL PROVID ATTIC V NTIL,QTION, I ET R B APPLIED ROM THE AV S TO A ,42,, TO BE QUAL TO I/150TH O
LINE 24" INSID TH EXT RIOR lU,4LL ATTIC AR A 02 I/300TH O ATTIC
LINE WITI-{ ALL LAF'S CEI"I NTED TOCs THER AR A PTZOVfDED AT L AST 50% IS IN
UF'P R PORTION O ROO WITH BALANCE
IN SO IT
SQU 4R F00 4C E C 4LCUL,4TIONS
RE,4 FINISHED UNFINfSHED
ou r vE N / 4 I I 18
1,41N FLOOi2 II B J/,
uP ooR I f °I f N / 4
TOT,,L 2 2 11 8
C R,4ND TOT,4L SQ. FT. 3 8
ac 66 SQ T
o c+ O SQ FT
THE APPROVED ADDRESS SHALL BE
DISPLAY D, PLAINLY VISfBLE L CzIBL
201 1 THE STRE T RONTINCs TI-I
P%OP IZTY. 4" HIGH NUI"IB RS UIILL 3
USED. SUBJECT TO CITY REQUIR I'1ENTS.
W 4LL
LIC HTS
6" Ti21M
AROUND
WALL
LIGF-fTS
SC L: I/8" = I'-O"
O1 T l,T101
SC 4LE: I/f" = I'-O"
BUY NOTfC:
DU TO THE V 4RIOUS SITE CONDITIONS
O INDIVIDU 4L LOTS. THE C R,4DE LIN S
R LECT D BY THIS Pfi INT R
O' fLLUST TIVE PU'POSES ONL .
4ND DO NOT fi LECT 4CTU 4L
INISH CsR DE OR EL V 4TIONS.
REVISION DETAILS
10-I-21
10-15-21
10-I8-21
10-19-21
10-19-21
II-9-21
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SUBJECT TO FlELD INSpf.CTiOhI
Date: / " l ' Z/
Signature: ____,_,`i
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PLAN DATE: 11-9-21
SHEET # 1 OF 9
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io-i-2i
10-15-21
10-18-21
10-19-21
10-19-21
II-9-21
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SCALE: 1/4° = 1'-0„
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PLAN DATE: ii-9-21
SHEET # 2 OF 9
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BLOCK P,4TI0 DOOR SO
DOOR CANNOT BE
OPENED MORE THAN 4"
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CI-IA:
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1
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10'-2" X l'-6"
LVP
5'-p„
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BUY R NOTICE:
3'-O"
ST,4ND,4RD UTALLS
STRUCTUR,4L W,4LLS NOT
TO BE MOVED
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INTET210T2 DIMENSIC NS
23'-O" X 28'-O"
3-I/2" CONCRETE I SLAB
UJITH 4'X9' T2EBAR PATTERN
COMPACTED CsRA ULAR
FILL-SLOf'E TOLUA DS D0012
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i
UPPER
FLOOR ;
LINE —;
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c ia zr us----------------------
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0
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INTERIOR AND EXTET210T2
WALLS FRAMED 24" O.C.
29' -O„
REVISION DATES
io—i-2i
10-15-21
10-IS-21
10-19-21
10-19-21
II-9-21
Ca
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SCALE: 1/4 = 1'-0
0
PLAN DATE: i1-9-21
SHEET # 3 OF 9
NOTE...BATHTUBS AND SHOWER
FLOORS t WALLS ABOVE BATHTUBS
WITH SHOWER HEADS AND IN SI-IOWER
COMP,4RTMENTS SHALL BE FINISI-fED
WITH A NONABSORBENT SURFACE,
EXTENDINCs TO A HEIGHT OF NOT
LESS TI-fAN 6' FROM FLOOR.
REVISION DATES
io—i-2i
10-15-21
10-IS-21
10-19-21
10-19-21
II-9-21
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PLAN DATE: i1-9-21
SHEET#40F9
3/" SLEEVED IN R-8
SUBFLOOR PL,QSTIC
O BLOWN
SPR,4Y R-20 5 g„
CLOSED CELL SH TROCK
O,QM OUTSIDE RIMS
iZOOM 0/ G,fi`,C.
I ISU TIO I D T IL
SC 4L: I/2„ - l,_O„
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I'-8 3/9"
iv
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co
TREAD MATERIAL
PER SPEC BOOK
3/4„
RISER '
RISER HEIGHT
NOT TO EXCEED
3/4" .
12
f
HEEL
I 5 I/2„
r
O
i
i
ROOF TRUSSES
24" O.C.
DESIC:NED BY MFl2
g 24" O.C.
24" O.C.
AMILY ROOM
S CTIO I THROUC H ST,41RS
SC,4L: 1/" = I'-O"
ANY RISE OR TREAD
SHALL NOT EXCEED
OTHERS BY MORE
TH,qN 3/8"
1?ISE-4" MINIMUM
T21SE--3/4" MAXIMUM
F2UN-10" MINIMUM
10" CUT
ON STRINGER
TYPfC,4L ST,4fR DET,4fL
SC,qLE: I/2" = I'-O"
2„ LUSI-f PLATE
8 FLUSI-f SOPFIT
z
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Wo w
cn = QC
o ` w
i co H
T w Q
2'-5 3/8„
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SC,4L: I/„ - 1,_O„
au
3
t
3
I'-8 3/4"
I'-8 3/4„
N
i
ro
wic
3/4"
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20" RUS S
2 " O.C.
5/8" S.12.
CEILINC
GREAT ROOP'1
Q
3
C`
3/4" I
SUBFLOOR G
20" RUS S
2 „ O.C.
5/8" S.T2.
CEILINCs
11
a
a
Q
FAMILY ROOM
Q
w
Q
NOTE... ANY RISER OR
Tf2EAD SHALL NOT EXCEED
OTHERS BY M012E THAN 3/8"
ADJUSTABLE MINII'1U1'1 TREAD WIDTH TO BETI-fT2ESl-fOLD MEASURED FROM THE NOSE
OF THE ADJUSTABLE THRESHOLD
10" 7-3/4" MAX
THESE
MIN. DIMENSIONS
7-3/4" MAX Qu
w
C y4Ry4CsE RfSER DET,4fL
SC,4LE: I/2" = I'-O"
LOWN INSULATION (R-49 MIN)
ROOF Ti2USS BOTTOM CHORD
SEAL ALL PENETRATIONS THiZOUGH
f'ARTITION TOf' PLATES W/EXPANDING
OAM INSULATION
CxYP. BD. J LINTERIOR
Al2 BARRIER
9 MIL VAf'OIZ
BAi2RIER LAP ALL
JOINTS 6" MIN.
16" OSB SHEATHING
5-I/2" B,4TT INSULATION R-20
2X6 CORNER STUDS
I/2" GYf'SUM BOARD
INTERIOR-AIR BAi2RIER
4 MIL VAP012 BAI2RIER
LRP ALL JOINTS 6" MINIMUM
VINYL SIDING
HOUSEWRAi'-LAi' ALL
JOINTS 6" MINIMUM
OUTSID COfi`l fi D T,I
SC,4LE: I„ = I,_O„
GIRDEl2
TRUSS
I9'—o„
Il RISERS
l-3/4„
9'—O"
2X8 JSTS
6 .C.
t2 2xs s -
o„
GIRDER I
TRUSS '
ii
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Q
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9,_O"
I
2X8 JSTS
I6" O.C.
2) 2X8'S
3) II-/8"
TIMBET2STRAND
STRINCsERS
I6 RISET2S
I6„
3) II-/8"
TIMBERSTRAND
STT21NCxERS
LO T
3/4"
SUBFLOOT2
20" RUS S
2 ° o.c.
D R 5/8" 5.12.
JSS CEILINC
FOYER
3/4„
SUBFLOOi2
20" RUS S
2 " O.C.
GIRDEI2
TRUSS
MECHANICA
S CTIO I THROUC H ST,41RS
SC,4LE: I/f" = I'-O"
IX2
IX6 —
6" BOX BE,41'1
REVISION DETAILS
lo-I-21
10-15-21
10-18-21
10-19-21
10-19-21
II-9-21
J J J J J
SEAL VAPOR BARRIER Q
TO RAMINCz lU/ 3/8" DIA. z U
BEAD O ACCOUSTICAL Z ~
SEALANT W W
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BRACKET DIMENSIONS I—I
3'-6„
DIMENSION TO FRAMINCs
BL2 5 BT2,4CKET
I-I/2" Pi OJECTION
48" HEIC HT
I/4" WIDTH
i OLYUi2 TH,41 o
i 0i2CH i2,CK T D T
SC,4LE: 1/2" = I'-O"
SECTIONS
SCALE AS SHO N
PLAN DATE: ii-9-21
SHEET # 5 OF 9
SIDING
HOUSEW2AP LAP ALL JOINTS
6" MIN
EXTEi210R SHEATHINC
5—I/2" BATT INSULATION (i2-20)
NTEIZ OR J
SEAL VAP02 BARRIEi2
Al2 BA2i21Ei2
TO Fi2AMING W/ 3/8" DIA.
BEAD OF ACCOUSTICAL
9 MIL VAPOR
SEALANT
BARRIER LAP ,4LL
JOINTS 6" MIN.
INTERIOR
PARTITION
UJ,4LL I1 T 2SECT101 D T,41L
S% III II OII
NOTE...FIRE BLOCKING VERTICALLY
AT CEILINGS AND FLOORS. HORIZONTALLY
AT INTERVALS NOT EXCEEDING 10 FEET,
CONCEALED SPACES AT SOFFITS,
Di20P CEILINCsS AND BETWEEN ST,qIR
STRINCsERS.
TRE,4TED PLATES. SEALER H
I/2" DIA. ,4NCH01? BOLTS OR
STRAPS EMBEDDED MIN. "
AT 6'—O" O.C. t M,qX 12"
FROM f'LRTE ENDS -
2" RICsID INSUL
8„ POURED CO1
20 X 8 PTCs
I'-8 3/9„
I
a
2" RICsID INSUL
8" POURED CONC
20 X 8 FTG
U ,4S M IT
SC,4LE: I/" = 1'—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
W
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ow
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MIL POLY VAPOR
B,4Ri21ER L,4Pf'ED
MINIMUM 12"
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KLL p
CsRADE __ 70
2" RICsID INSUL
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20 X 8 FTCs ° Z
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m —
Oi TI0 1,4 OOKOUT
SC,4LE: 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
N
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SC,4LE: 1/" = I'—O"
S CTIO1 THROUC H C,4R,4C
SC,4LE: I/f" = I'—O"
E BETWEEN WINDOW t SOFFIT
LP TRIM
W R.O.
PLRT S. SE,qLET2 E
NCHOR BOLTS OR
1BEDDED MIN. l"
C. 8 M,4X 12"
rE ENDS
D CONC
REVISION DETAIIS
io-i-2i
10-15-21
10-18-21
10-19-21
10-19-21
II-9-21
Ca
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m=
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SCALE AS SHOWN
PLAN DATE: 11-9-21
SHEET # 6 OF 9
INTERIOR I/2" GYf'SUM B0,4i2D
4 MIL f'OLY V,4POR BARRIEi2
WITH JOINTS L,4Pf'ED 6" MINIMUM
5-I/2" R-20 FIBERGLASS INSUL,4TION
l/16" OSB SHEATHING
VINYL SIDING
I-fOUSE WRAf' (EXTEND DOWN WALL
TO A POINT BELOW TI-IE SILL)
I/2" OSB SHEATI-fING AT RIM
3" SPi2,4YED INSUL,4TION AT i21M R-21
SILL SEAL UNDER 2X6 PRESSURE
T12E,4TED PLATE
ENGINEERED
FLOOR T12USS
SYST M
24" ROLLED RUBBER OVER EXTERIOR
RIC ID INSUL,4TION. 6" ABOV Cs12,4D
I8" BELOW C:RADE.
ACOUSTICAL S ALANT APPLIED
AT TOP AND BOTTOM EDGES BETWEEN
INSULATION AND SLAB/SILL PLATE AND
AT ALL VERTICAL EDGES
GRADE LINE CONCRETE FOUNDATION
fi`IM T OU1 D T101 D T,I
SC,4LE: I" = I'-O"
INTERIOR I/2" GYPSUM BOAl2D
4 MIL POLY VAPOR BARRIER
WITI-f JOINTS L,4PP D 6" MINIMUM
I/2" R-20 IB RGLASS INSULATION
l/16" OSB SHE,qTI-fING
VINYL SIDING
I/2" OSB SI-IEATHING AT RIM
3" SPR,qYED INSUL,qTION ,4T RIM R-21
SILL SE,qL UNDER 2X6 Pi2ESSURE
TRE,4TED f'L,qTE
24" ROLLED RUBBER OVER EXTERIOR
RIC ID INSUL,4TION. 6" RBOVE G12,4DE
18" BELOW CsRADE.
CsT2ADE LINE
R-10 RIGID INSUL,4TION
F,qSTEN TOP f'L,qT
TO HEADER WITH TWO-
ROWS O 16D SINIGER
N,qILS AT 3" O.C.
F,4ST N SHE,4THING TO
H AD R WITH SD COI"11"10N
OR Cs,qLVANIZED BOX N,41LS
IN 3" CsRID P,4TTERN AND
3" O.C. IN ALL FR,4MING
STUDS ,qND STILLS) TYP.=
I/2" DIA. ,4NCHOR BOLT
IUITH " 1'11NIMUM I"iB DD D
INTO CONCR T
R-10 RIGID
INSULATION
ENGINE RED
FLOOR TRUSS
SYST M
ARCI-fITECTUR,4L -
ASl'H,4LT
SHINGLES
I" ,41R CI-IUTES ULL
WIDTI-I OF EACI-I
T12USS SP,4CE
RICsID
WINDW,4S1-f
BARRIER -
SIDERS EDCsE -
ALUMINUM FASCIA
WITH 2X6
SUBFASCIA
qCOUSTIC,4L SE,qL,4NT ,4PPLIED
qT TOP AND BOTTOP'1 EDGES BETWEEN
INSUL,4TION AND SLAB/SILL PLATE ,4ND
T ALL VEI2TICAL EDCsES
1000 LB HE,4DER
STR,4P OPPOSITE
SHEATHING
VENT D ALUMINUM -
SO FIT-ALL TO BE
P RFORRT D
16" O.S.B. SHE,4THING
5-I/2" BATT
INSULATION (R-20)
ENGINEERED ROOF
TRUSSES 24" O.C.
BLOWN IN INSULATION
MINIMUM 12-49
SEAL VAPOR BARRIER
TO FRAMINCs WITH 3/8"
BEAD OF ACOUSTICAL SEALANT
TAPE CEILINCs VAPOR BARRIER
TO WALL VAPOR BARRI R AT SEAM
ARCHITECTURAL ASPHALT SHINGLES \
15# ROOFING FELT
1/2" ROOFING PLYWOOD
TRUSSES
EXTERIOR AIR FILM
BLOWN INSULATION R = 49.00
POLY VAPOR BARRIER ENCsINEERED ROOF
5/8" GYP BOARD TRUSSES 2" O.C.
INTERIOR AIR FILM
SE,4L V,4POR B,4i2RIEi2
TO FRAhIING WITFi 3/8"
BE,4D OF ,4COUSTIC,4L SE,4L,4NT
TAPE CEILINCs VAPOR BAI2RIE1?
TO W,4LL VAP012 BAR121ER AT SEAM
UPPER
FL0012
20" FLOOR TRUSS SYSTEM
DESIGNED BY MFR
3 /4"
SUBFLOOR
i
R-21 3" SPRAYED
m
INSULATION RIM
c
i
4 MIL f'OLY V,4POR BARRIEi2 M,41N
WITH JOINTS LAPPED 6" MINIMUM LOOR
I/2" INTERIOR GYPSUM B0,4RD
T uss D T IL
SC 4LE: I" = I'-O"
fiZIM ,T OU ID,TIO I D T I
SC 4L: 1" = I'-O"
MINIMUM 3" X II-I/4"
HE,DER
6' TO IS' FINISI-IED WIDTI-I
2> 2X4
MINIMUM
MINIMUM WIDTH 16" POR
ONE STORY 24" OR
TlUO STORY STRUCTURE
MIN. 2"X2"X3/16"
PL,4TE U1,4SHER
i 4CED UJ 4LL i y4NEL
4T G 4iZy4G E DOOi S
NO SCr4L
I PAN L SPLICE IS N EDED IT SH,4LL
OCCUR WITHIN 24" OF MID-H ICsHT.
BLOCIGING IS REQUIR D. IF 2X4
BLOCIGING IS US D IT I"fUST BE
NAILED TOGETHER WITH (3) 16D
SINKERS.
HE,4D RS GO f',4ST CRIf'PLE
STUDS TO OUTSIDE CORNERS
SHEATHING MUST BE CONTINUOUS
VERTIC,4L ,AND HORIZONTAL OR
ENTIRE LENCxTH ,4ND IUITH O SHEET
IF VERTIC,4L SPLICE MUST BE M,qDE
IT SH,4LL BE ,4T MID-HEIGHT ON
DOUBL BLOCKS PER DR,4UJINCx
4NCHOR BOLTS OIZ STIZ,qf'S MUST
PENETRAT MINIMUM 2 BLOCIG HEICsHTS
OR BE IN SOLID ILL D CORES
CONTAINING # RERODS XT NDINCs
TWO BLOCKS ,4ND VISIBLE ,qT
FOUND,4TION INSPECTION
SHE,4TH ONE SIDE 3/4" OR TLUO SIDES
I/2" STRUCTUR,4L WOOD SHE tTHINC
DEPENDINCs UPON WIDTH OF W,4LL,
ADDITIONAL CEILING BRACING f1,4Y
B NE D D
20" FLOOR TRUSS SYSTEM
DESIGNED BY MFR
ARCHITECTURAL
ASPHALT
SHINCsLES
I" AIR CHUTES FULL
WIDTH OF EACH
TRUSS SPACE
RIGID
WINDWASH
BARRIER
IDERS EDCsE
ALUMINUM FRSCIA
WITH 2X6
SUBFRSCIA
VENTED ALUMINUM
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 SHEATHINCs
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
R-21 3" SPRAYED 2X8 TREATED SILL WITH SEALER & 1/2" DIA.
INSULATION RIM ANCHOR BOLTS OR STRAPS EMBEDDED MINIMUM
7" AT 6'-0" O.C. & MAX 12" FROM PLATE ENDS
3 /4"
SUBFLOOR HOUSE WRAP-EXTENDED D ALL
TO A POINT BELOW THE SI
INSULATION AND AIR BARRIER ADD EXTERIOR ABOVE GRADE
TO BE CONTINUOUS OVER THE PROTECTION-WATERPR
TOP OF THE FOUNDATION WALL OVER BLOCK TO BELO Cs
ACCOUSTICAL SERLANT APPLIED AT TOP 9 p ;
BOTTOM EDGES, BETWEEN INSULATION 9 -.
SLAB/SILL PLATE t AT ALL VERTICAL EDCsES '
BASEMENT
6 MIL POLY VAPOR BARRIER
UNDER CONCRETE SLAB
LAPPED g MINIMUM 12" g,qL JOINT BETWEEN
FOUNDATION WALL k
SLAB WITH APPROVED
MATERIAL
3-1 /2" -
CONCRETE SLAB
PERFORATED -
DRAIN PIPE
2 STOfi2Y U SMT
U1,LL S CTIO I
SC 4LE: I/2" = I'-O"
GRADE SLOPES AWAY ROM WALL
p;, AT 5% (6" PER 10'-0"
v%. 24„ ROLLED RUBBER OVE E ERI
H ' RICsID INSULATION. 6" AB VE GRRDE
18„ BELOW GRADE.
w i, l
2" RIGID INSULATION
w %
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Z W
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U O U
z ,,
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0 ,,
o %
8e g o 8
COf 1CRE E'v
Q FOOTING
REVISION DETAILS
io-i-2i
10-15-21
10-18-21
10-19-21
10-19-21
II-9-21
J
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SECTIONS
SCALE AS SHOIYN
PLAN DATE: ii-9-21
SHEET # 7 OF 9
0
I O T TfO
RADON MITIGATION-PASSIVE SYSTEM
SUBFLOOR PREPARATION
CLAY JOBS
4LL INTERIOR BASEMENT FL00 2 SPACE TO BE BACKFILLED IUITH AGGREGATE ,4PP 20XIMATELY
8" DEEP. THE AGGREGATE SHALL CONSIST OF MATERIAL THAT IUILL PASS THROUGH A 2 INCH SIEVE AND BE
RETAINED BY A I/4 INCH SIEVE.
SAND SUPfi'LIED BY EXCAVATOR
SAND INSTALLED BY EXCAVATOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE INSTALLED BY EXCAVATOR
R,4DON MITIGATION-,4LTERNATIVE PASSIVE SYSTEM
SAND JOBS
A FOUNDATION DRAIN PIPE SYSTEM INSTALLED UNDER CONCRETE LOOR SLAB AREAS,
CONSISTING OF A CONTINUOUS LOOP OF MINIMUM 4" PERFORATED PIPE SHALL BE LAID IN THE SUB-GRADE
WITH THE TOP 0 THE PIPE LOCATED APPROXIMATELY I INCH BELOW THE CONCRETE SLAB. THE
LOOP OF PERFORATED PIPE MUST BE BURIED 4 INCHES DEEP IN A GAS-PERMEABLE LAYER
OF CLEAN SAND FILL.
SAND SUPPLIED BY WATERPROOFING CONTRACTOR
SAND INSTALLED BY WATERPROOFING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE SUPPLIED BY IUATERPR00 ING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE INSTALLED BY WATERPROOFING CONTRACTOR
2. SOIL GAS RETARDER (6 MIL POLY) THE SOIL IN BASEMENT FLOOR AREAS SHALL BE COVERED IUITH A
CONTINUOUS LAYER OF MINIMUM 6 MIL POLYETHYLENE SOIL-GAS-RETARDER. THE GROUND COYER SHALL BE
LAPPED A MINIMUM OF 12 INCHES AT JOINTS AND SHALL EXTEND TO ALL OUNDATION IUALLS ENCLOSING THE
CRAWL SPACE AREA.
6 MIL POLY SUPPLIED AND INSTALLED BY CONCRETE SUBCONTRACTOR.
3. LOOR OP NINGS-OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIR S, OR OTHER
OBJECTS THAT PENETRADE CONCR TE SLABS OR OTHER LOOR ASSEMBLIES SHALL B ILLED WITH A POLYURETHAN
c,u K.
0 CONCRETE JOINTS-ALL CONCRET JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS, AND ANY OTH R JOINTS
IN CONCR ETE SLABS OR BETUJEEN SLABS AND OUNDATION UJALLS SH,4LL BE SEALED IUITH A CAULK 0 2 SEAL,4NT.
GAfi'S OR JOINTS SHALL BE CLE,4RED 0 LOOSE f1,4TER1,4L AND FILLED IUITH POLYURETHANE CAULK.
5. CONDENSATION DRAINS-SHALL BE TRAPPED OR ROUTED THROUGH NON-PERFORATED PIPE TO DAYLIGHT.
6. SUMPS-SUMP PITS SERVING AS THE TERMINATION PDINT OR SUB-SLAB OR INTERIOR DRAIN TILE LOOPS
SHALL BE COV R D WITH A GASKET D OR OTHERWISE S ALED LID. SUMPS USED AS THE SUCTION POINT IN A
SUB-SL,4B DEPRESSURIZATION SYST M SHALL H,4VE A LID D SIGNED TO ACCOMMODATE THE VENT PIPE. SUMPS
US D AS A LOOR DRAIN SH,4LL HAV A LID QUIPPED IUITH A TR,4PPED INL T.
7. VENT fi'Ifi'E-A PLUMBING TEE CONNECTION SHALL BE INSERTED HORIZONT,4LLY BENEATH THE P[OLY UJITH
ONE 10 OOT SECTION OF A PERFORATED PIPE CONNECTED TO EACH SIDE 0 THE "T" ITTING AND THEN
CONNECTED TO A 3 OR 4 INCH DIAMETER ITTING WITH A VERTICAL VENT fi'Ifi'E INSTALLED THROUGH THE SHEETING.
THE VENT PIPE SHALL BE 0 SOLID PIPING MATERIAL AND SHALL BE EXTENDED UP THROUGH THE BUILDING
FLOOi2S, TERMINATED AT LEAST 10 EET AWAY FROM ANY WINDOW OR OTHE 2 OPENING INTO THE CONDITIONED
SPACES 0 THE BUILDING TGHAT IS LESS THAN 2 EET BELOW THE EXHAUST POINT, AND 10 FEET FROM ANY
UJINDOUJ OR OTHER OPENING.
8. VENT PIPE DRAINAGE-ALL COMPONENTS OF THE RADON VENT PIPE SYSTEM SHALL BE INSTALLED TO
PROYIDE POSITIVE DRAINAGE TO THE GROUND BENEATH THE SLAB OR POLY.
0 YENT PIPE ACCESSIBILITY-RADON YENT PIPES SHALL PROYIDE ENOUGH SPACE AROUND THE PIPE OR
UTURE INSTALLATION 0 A AN SYSTEM. THE SPAC PROVIDED OR INSTALLATION 0 A UTURE AN SHLL BE A
MINIf1UM 0 24 INCHES IN DIAMETER, CENT R D ON THE AXIS 0 THE V NT STACK, AND SHALL EXTEND OR A
MINIMUM VERTICAL DISTANCE 0 3 E T.
10. VENT PIPE IDENTI ICATION-ALLJ RADON VENT PIPES SHALL BE IDENTI IED WITH AT LEAST ONE LAVEL ON
EACH LOOR AND IN ACC SSIBLE ATTICS. THE LAB L SHALL READ: "R,4DON REDUCTION SYST M".
S ST
ATTIC
RADON V NT T RMINATED 12" MINIMUM
ABOVE ROO SUI2FACE. PIPE MUST ALSO
B 10" FROM ANY WINDOWS OR OTHER
OP NING IN ADJOINING/ADJACENT BUILDINGS
FAN AREA
36" MIN. HEIGHT
MIN 24" DIAMETER
CENTERED ON T+iE
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.
CAULK
ALL JOINTS
3—I/2" CONCRETE
SL,4B WITH 6 MIL
POLY VAPOR
BARRIER
LAPPED 12" MINIMUM
AT EDGES)
4" DEEP
SAND —
io-o"
SUMP BASKE PVC PIPE
LID TO BE
SEALED
0 \
DUTLE
RADON REDUCTfON
SYSTEM" LABEL AT
EACH FLOOR
RADON REDUCTfON
SYSTEM" LABEL AT
EACH FLOOR
3" GASTICsHT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LABEL AT
EACI-I LOOR
3" G,45TICsHT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LABEL AT
EACH FLOOR
3" GASTIGHT
PVC RADON VENT
POLYURETHANE
CAULK ALL
OPENINCsS
O
SSIV fi D01 SYST M
FOUND,4TION
COATINC,
CONCRETE
W,4LL
REVISION DETAILS
2
10-15-21
10—IS-21
10-19-21
10-19-21
II-9-21
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II. POIUER SOURCE-TO PROVID OR UTUR INST,4LLATION 0 ,4N ACTIVE SUB-MEMBRANE, AN ELECTRICAL RADON MITIGATION
0 R VENTTP
PEIN
N D IN AN APPROVED BOX SH LL BE INSTALLED DURING CONSTRUCTION IN THE ATTIC LOCATION
SCALE AS SHO N
PLAN DAT 11-9-21
SHEET # 8 OF 9
UJINDOUJ DOOR NOTES
EGRESS...ONE IUINDOIU IN LOIUER LEVEL ,4ND ONE WINDOIU IN E,4CH
BEDROOM MUST HAYE 5. SQ. T. O NET OPEN,4BLE AREA WITH ,4
1`11N11`1Uf1 O 20" IN IUIDTH ,4ND 24" IN HEIGHT. MAXIMUM SILL HEIGHT
QBOVE FLOOR IS 4„
BLOCK ,4LL EXTERIOR P,4T10 DOORS IUITH NO DECK ATT,4CHED SO
DOOR CANNOT BE OPENED MORE TH,4N 4„
GAR,4GE/HOUSE SEP,4RATION DOOR TO BE 20 1'11NUTE FIRE R,4TED,
L,4TCHINCx & G,4SKETED.
ST IR R ILINC. NOT S
EVERY STAIRWAY SHALL H,4VE ,4 HE,4DROOM CLE,4R,4NCE
O NOT L SS TH,N 6'-8".
C,QRP NT R TO PROYIDE BLOCKINC OR N WEL POSTS.
TOP O H,4NDRAILS TO BE 1`10UNTED ,4T 36" ,QBOVE RONT
EDG O TR,QD NOSINC-CONTINUOUS ULL L NGTH OF
ST,QIRS. TURN ENDS INTO NEUJEL 'OST OR W,4LL.
R,QILINGS AR AT MINIf1Ul"1 36" H IGHT IUITH f1AXIf1UM L SS
TH,QN 4" BETWEEN INTERMEDIATE R,QILS.
ST,QIRS " f11NIf1UM RISE ,QND -3/4" M,QXIMUf1 I IS. ST,QIR
TREADS MINIMUM 10" RUN ON ,4LL ST,QIRS. ,QNY RISER OR
TRE,4D SH,4LL NOT EXCEED OTHERS BY 3/8".
EXTERIOR ST,QIR SHALL BE PROVIDED WITH ,4N ,4RTI ICI,4L
LICxHT SOURCE IN THE IMMEDIATE VICINITY O
THE TOP L,4NDING OF THE ST,41RlU,QY.
fi OUG H Ofi IINC. SC DU
ITEi'1 ROUC H OPENING
4LL UJINDOIUS-,4DD I/2" TO HEIC HT ,4ND I/2" TO WIDTH
6068 P,4T10 DOOR " x 83"
8080 P,4T10 DOOR qq„ x qq„
2868 EXTERIOR G,4R,4GE DOOfi 34„ X e3„
3068 EXTERIOR RONT DOOR 3s„ X s3„
3068 RONT DOOR WITH I S.L. 50-I/2" X s2"
3068 RONT DOOR WITH 2 S.L. 2-2„ x s2„
3068 RONT DOOR I S.L. TR 4NSOf so-ii2„ x q„
3068 RONT DOOR 2 S.L. TR 4NSOM 2-2" x q"
2068 P2EHUNC INTERIOi2 26" X s3„
2468 PREHUNG INTERIOR 30„ x s3„
2668 PREHUNG INTERIOR 32„ x s3„
2868 PREHUNG INTERIOR 34" x s3"
3068 PREHUNG INTERIOR 3s" x 83"
2068 BI OLD s2" x 2-2"
2668 BI OLD s2" x 3-2"
3068 BI OLD s2" x 3-/2„
f068 BI OLD s2" x q-2„
5068 BI OLD s2" x 6-2„
6068 BI OLD 82" X 3-I/2„
QLL VEHICLE ,QCC SS DOORS MUST BE R,4TED TO UJITHST,QND q0 MPH
WIND L0,4DS. ,4PPROVED ,4SSEMBLIES 1"1UST BE 1`1,4RKED OR L,4BELED
QS COMPLI,QNT IUITH ,QNSI/DSf1Al08.
DOUBLE STUD E,4CH SIDE O DOOR OPENING FOR TRIM
C.N R 4L PL 4N NOT S
QLL INT I IOR WALLS 3-I/2" UNLESS NOTED OTHERWIS. ALL INT RIOR
PLUMBING W,QLLS 5-I/2" UNLESS NOTED OTHERUJISE. ,4LL ,4NCsLED lUflLLS
ARE 45 D GREES UNLESS NOTED OTHERWISE.
TOWEL BARS MOUNTED AT 54" AND TOILET PAPER HOLDERS MOUNTED AT 29„
S,4FETY GL,4ZING CxL,4SS TO BE USED ON ,QLL CxL,4SS IN TUB AND
SHOWER ,4REA.
ATTIC ACCESS REQUIRED MINIMUM 22" X 30" IN AN ACCESSIBLE LOC 4TION.
Sf101GE DET CTORS INT RCONN CTED, H,4RD WIR D, IUITH B,4TT RY
B,QCKUP E,4CH LEVEL AND E,QCH BEDROOM.
SUMP B,4SIGET COVER TO BE SECURED.
G,4RAG/HOUSE SEPARATION WALL TO BE ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON GAR,QGE SIDE OF IU,QLL LUITH JOINTS T,QPED.
LEGIBLE SET OF 1`1ANU ACTURERS ENGINEERED TRUSS DET,4ILS TO BE
POSTED ON JOB SIT.
BUILDING NOT TO BE OCCUPIED UNTIL CERTIFICATE OF OCCUP,4NCY
HAS B EN ISSUED.
CONTINUOUS AIR BARRIER TO BE PROVIDED AT ,4LL ELECTRICAL,
M CH,QNIC,QL, AND PLUMBING P N TR,4TIONS.
5/8" TYPE "X" CsYP/BD REQUIRED ON INSIDE OF ,4NY ENCLOSED
SP,QCE UND R ST,QIRS.
EVERY PERSON PER ORf11NG WORK FOR WHICH THE CODE IS ,4PPLICABLE
SH,QLL COMPLY IUITH TH CODE.
C,QRBON f10NOXID D T CTORS ,QRE REQUIRED IUITHIN 10 E T OF
EACH ROOM L,4W ULLY USED OR SLEEPING 'URPOSES.
XH,QUST ,QNS MUST B Y NT D TO OUTSIDE ,41R.
INSUL,4TE DUCT IN UNHEATED ARE,4S.
OUNDy4TION NOT S
FOUNDATION ,4NCHOR,4GE
PROVID MINIMUM I/2" BOLTS IUITH ,QT LE,QST 2 PER PIECE ,QND PLAC D
BETUJEEN 3-I/2" TO 12" ROM ENDS OF E,4CH B0,4RD, Si',4CED ,Q
MAXIMUM O 6" O.C. BOLTS SH,4LL HAVE 1`11NIMUM " El"iBEDf1ENT IN
CONCRET ,QND BE C,QPPED IUITH NUTS ,4ND IU,SH RS. L,QT R,4LLY
SUPi'ORTED FOUND,QTION W,QLL REQUIREMENT-2" UI,QSHER, .125" THICK.
AND COUNTER SUNK .25"
FOUND,4TION lll,4TERPROOFING f1El`1BR,4NE:
CONCRETE AND M,4SONRY OUND,4TION W,4LLS TH,4T RET,QIN E,4RTH ,4ND
ENCLOSE INTERIOR SPACES SHALL BE WATERPROOFED WITH ,4N
APPROVED 1'1,4TERIAL RO1'1 TOP OF OOTING TO FINISHED GR,4DE.
JOINTS SH,QLL BE LAPPED ,4ND SE,4LED.
V,4POR RET,4RDER REQUIRED BETWEEN CONCRETE FLOOR SL,4B ,4ND
SUB-C RADE. G,QR,4C E IS EXCLUDED.
PPROVED OUND,4TION DR,41N,4GE SYSTEM REQUIRED (R f05.1)
DRA TSTOPPING REQUIRED. CONCE,4LED AREA NOT TO EXCEED 1000 SQ. T.
ALL LU,4TER FROM FOUNDATION DR,QINS OR SUMPS MUST BE i'UMPED OR
DRAINED DIRECTLY TO THE EXTERIOR THROUCsH RIGID PL,4STIC OR
STEEL PIPING. NO SUf1P W,4TER IS ,4LLOlUED TO BE PUf1PED INTO LOOR
DRAINS, SINKS, OR ,QNY OTHER ,4CCESS TO S,4NIT,4RY SEIUER.
SUB-SL,4B DEPRESSURIZATION SYSTEf1 REQUIRED (R,4DON REDUCTION
SYSTEM) i'ER MNRC 1322.2103 SECTION 103.6
PROVIDE CONNECTION LOCATION POINT FOR ELECTRIC,4L SERVICE TO
CONCRETE-ENC,QSED ELECTRODE. CONCRETE ENC,4SED ELECTRODE
MAY B REQUIRED.
PROVIDE CLE,4R,QNCE TO COMBUSTIBLES PER MECH,QNIC,4L CODE FOR
ALL VENTS/CHIMNEYS CONVEYINCs COMBUSTION f RODUCTS.
PROVIDE OUTSIDE COMBUSTION ,41R TO FURN,4CE ARE,4 OR THE RETURN
AIR DUCT.
PROVIDE CORE ILL AND VERTIC,4L REIN ORCEMENT A f11NIMUM OF SIX
E T ON C NTER P R MN BLDG COD 1303-1900
PROVIDE 6" WOOD/E,4RTH SEP,4R,4TION
ROST FOOTING MINIMUM 42" DEPTH.
PL N CI-1 4NG S
9-30-21 RFI u 0600 (ADAM>
NEW TRENTON PROM Sf'ORT COURT VERSION WITI-IOUT SPORT COURT
SAME KITCI-fEN, STAIRS AND UPl'ER FLOOR AS YERICsAN FARMS TRENTON
ADD 4' TO OYER
ADD 12XI2 SUN ROOM
ELEV,4TION ,4ND ROOF UPDATES AS SHOWN IN 12ED LINES
10-I-21 RFI tt 0600 (ADAM)
2' OV RHANG FRONT C,,R,4C E 1200F
8/12 PITCI-f FT20NT f'ORCH ROO
4/12 T'ITCH SUNT200M ROOF
DELETE BOX VAULT MASTER
CENTER MAIN Ul'PER B,4TH TOILET
36" ENTRY DOOR NO SIDELITES
CENTERED ON WINDOW ABOVE)
4DD DOOR TO LOUJER LEVEL ST,4112WAY
BIP,4SS D0012S ENTRY CLOSET
4DDED 6" TO KITCI-fEN CABINETS
REVISED WINDOW LAYOUT IN SUNT200M AS SHOWN
10-Ib-21 EMAIL fADRM>
MOVE UPPE12 BEDROOM #3 IUINDOW LOCATION AS SHOWN
10-18-21 EMAIL (AD,4M)
UPD,4TE STAIR IUIDTH
UPD,4TE FRONT BEDROOM W,4LL DIM NTIONS
L,4$EL PERMIT f'LAN
8-12-21 RFI it 05 (ADAM)
ORICsINAL PLAN OT2DER TT2ENTON PULL BSMT W/CRA TSMAN EXTERIOR
8-16-21 RFI # 051 (ADAM)
UPD,4TE TO DIFFERENT ELEVRTION WITI-I BUMP OUT ON SIDE NOT CENTER
8-16-21 RFI it 05 (ADRM)
SHOW BdB AS 2" O.C.
DD TRIM AROUND PATIO DOOR
9-2-21 R I tt Ob l (ADAM)
PULL RONT PORCI-f OUT TO BE 6'-O" IN RONT OP GAR,4GE
9-5-21 T2F1 tt 05 lAD,4M>
LABEL MONTICELLO LOT 10
LOOKOUT GRAD
8/12 HIP ROOF
CsARACs RICsHT
9-9-21 RFI tt OSl4 (ADAM>
UPD,4TE f'ORCH ,4ND FRONT DOOR TO MATCH OLD ,4LBEi2TVILLE PLAN
10-19-21 RFI tt 05 4 (ADAM)
T,4KE FLOOR PLAN PROM RFI tt 0600 WITI-I SUNROOM AND ELEVATION ROM
RFI # 0514 ,4ND COMBINE TI-f M FOR NEW LOT 10 PLAN
LOOKOUT LOT
3 C,4R CsARAGE
10-19-21 RFI u 0514 (ADAM)
CONCRETE STOOP AND ROOF ABOVE TO BE 5'
II-9-21 RFI tt 0514 IADAM>
REVERSE PL,4N
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BUILDING NOTES
NO SCALE
PLAN DAT ii-9-21
SHEET # 9 OF 9
CITY OF
PHONE:763-295-2711 Fax:763-295-4404
505 Walnut Street' Suite 1 Monticello MN 55362i
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:
443 8 86TH ST NE
155264002100
EDMONSON RIDGE
Block 002 Lot O10
2021-00943
NEW CONSTRUCTION
VB
IRC-1
NA
PRICE CUSTOM HOMES
11090 183 RD CI RCLE
ELK RIVER, MN 55330-
Ronald G Hackenmueller, Building
Official #B0002915
Comments:
Items Not Complete At Final Inspection: None
y -,
CJ C' a ; .;„"v '``I:" , ,,
Date
www.ci.monticello.mn.us