2021-00940g
CITY OF `— ( / `
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Monticello ,, «•f_
BUILDING SAFE7Y C..Si n 5
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 i
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,
lakes. and Tvqe 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
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.
V Ar
V
Erosion control and required landscape finishes (sod, grass, trees).
Driveway location, width at lot line, % 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 (natural drainage or piped to c rb)
Show an Drain Tile installed in the ard.i(%F -rt .,^5 c v. v c',P•
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
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PLAN DATE: 10-22—
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PLAN DATE: 10-22-21
SHEET # 4 OF 9
I'-S 3/9„
I'-8 3/4„
1200F TRUSSES
24" O.C.
DESIC:NED BY M R
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REVISION DETAILS
8-9-21 `1-3-21
8-10-21 `1-8-21
B-II-21 `i-`i-21
8-13-21 10-IS-21
8-I6-21 10-19-21
25-2
9-2-21
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PLAN DATE: 10-22-,
SHEET # 5 OF 9
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REVISION DETAILS
8-9-21 9-3-21
8-10-21 9-8-21
B-II-21 9-9-21
8-13-21 10-IS-21
8-I6-21 10-19-21
8-25-21
9-2-21
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CONCEALED SP,4CES ,4T SOFFITS,
STRRINGERSINGS
AND BETWEEN STAIR
SHEET # 6 OF 9
INTERIOR I/2" GYPSUM BORRD
4 MIL POLY VRPOR BARRI R
WITI-I JOINTS LAPP D 6" MINIMUM
I/2" R-20 IBERGLASS INSULRTION
16" OSB SI-f ATI-fING
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AT ALL VERTICAL EDGES
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HE,4DER WITH 8D COMMON
OR G,4LV,4NIZED BOX NAILS
IN 3" GRID P,4TTERN ,4ND
3" O.C. IN ,4LL R,4MINCs
STUDS ,4ND STILLS> TYP.=
I/2" DIA. ANCHOR BOLT
WITH " I"fINIMUM EMBEDDED
INTO CONCRETE
1000 LB HE,4DER
STR,4f' OPf'OSITE
SHE,THING
R-10 RIGID
INSULATION
NGIN ERED
LOOR TRUSS
SYSTEM
BLOWN INSULATION (R-4q MIN)
ROO Ti2USS BOTTOM CHORD
SEAL ALL PENETRATIONS THROUGH
f'ARTITION TOf' f'LATES W/EXf'ANDING
OAM INSULATION
NTE210R
SEAL VAPOR B,4RRIER
AIR BARRIER
TO R,4MING W/ 3/8" DIA.
BEAD O ACCOUSTICAL
9 MIL VAPOIZ SEALANT
BAR21E2 LAP ALL
JOINTS 6" MIN. ,TTIC S',C
JC tLE: ° _ -
ARCFiIT CTURRL -
ASPI-IALT
SI-fINGLES
I" ,41R CHUTES FULL
WIDTI-I O E,4CH
TRUSS Sf',QCE
RIGID
WINDWASH
BARRIER -
SIDERS EDCsE -
ALUMINUM FASCIA
WITH 2X6
SUBFASCIA
4COUSTIC,qL SE,4LANT APPLIED
4T TOf' ,4ND BOTTOM EDGES BETWEEN
INSUL,4TION ,4ND SL,4B/SILL PL,4TE AND
4T ,4LL VERTIC,4L EDGES
VENTED ALUMINUP'1 -
SOF IT-ALL TO BE
PEi2FOi2,4TED
l/I6" O.S.B. SI-IEATI-IING
5-I/2" B,4TT
INSULATION (R-20)
ENGINEERED ROO
TRUSSES 24" O.C.
BLOWN IN INSULATION
MINIMUI'1 R-49
SEAL VAPOR BARRIER
TO FRA111NG WITH 3/g„
BEAD 0 ACOUSTICAL SEALANT
TAPE CEILINCs VAPOR BARRIER
TO WALL VAPOR BARRIER AT SEAM
4 MIL POLY VAPOR BARRI R
WITI-f JOINTS LAPPED 6" MINIMUM
I/2" INT RIOR GYPSUM BOARD
T uss T i
SC 4L: I" = I'-O"
fi`IM T OU l1,TlO I l T,l
SC,4LE: I" = I'-O"
MINIMUM 3" X II-I/'f"
HEADER
6' TO 18' INISHED WIDTI--I
2) 2X4
MINIMUM
MINIMUP'I IllIDTH 16" FOR
ONE STORY 24" FOR
TlllO STORY STRUCTURE
MIN. 2„X2„X3/I6„
PL,4TE lU,4SHER
fi`r4CED UJ 4L P 4NEL
4T G 4fi 4G E DOOfi S
NO SC 4L
IF f',4NEL S LICE IS NEEDED IT SHAL
OCCUR WITHIN 24" O MID-HEIGHT.
BLOCKINCs IS REQUIRED. I 2X4
BLOCKINCs IS USED IT MUST BE
N,qILED TOCsETHER WITH (3) 16D
SINKERS.
HE,qDERS GO P,qST CRIPPLE
STUDS TO OUTSID CORN RS
SH,4THINCs MUST B CONTINUOUS
V RTIC,qL ,4ND HORIZONT,4L FOR
NTIRE LENGTH AND UJITH OF SH ET
I V RTICAL SPLICE 1'1UST B M,4D
IT SH,qLL BE ,qT MID-HEIGHT ON
DOUBLE BLOCIGS P R DR,qWING
qNCHOR BOLTS OR STRAPS MUST
PENETRATE P'fINIMUM 2 BLOCK HEIGHTS
OR BE IN SOLID FILLED CORES
CONT,4ININCs 4 RERODS EXTENDING
TlUO BLOCKS AND VISIBLE ,4T
OUNDATION INSPECTION
SHE,4TH ONE SIDE 3/4" OR TUJO SIDES
I/2" STRUCTUR,QL UJOOD SHE,4THING
DEf'ENDING UPON IUIDTH O UJ,qLL,
4DDITION,4L CEILINCx BR,4CINCx M,qY
BE NEEDED
7/I6" OSB SI-IEATHING
5-I/2" BATT INSUL,4TION R-20
2X6 CORN R STUDS
I/2" GYPSUM BOARD
INTERIOR-AIR BAi2i21ER
4 MIL VAPOR BARRIER
LAl' ,qLL JOINTS 6" MINIMUM
VINYL SIDING
HOUSEWi2,qf'-L,qf' ,4LL
JOINTS 6" MINIMUM
ouTs n
COi l fi` D T IL
SC,4L: I„ = I,_O„
ARCHITECTURAL ASPHALT SHINGLES \
15# ROOFING FELT
1/2" ROOFING PLYWOOD
TRUSSES
EXTERIOR AIR FILM
BLOWN INSULATION R = 49.00
POLY VAPOR BARRIER ENGINE RED ROOP
5/8" GYP BOARD Ti2USSES g 24" O.C.
INTERIOR AIR FILM
SEAL VAPOR BARRIER
TO PR,4MINC: WITI-f 3/8"
BEAD O ACOUSTIC,4L SEALANT
T,4PE CEILING V,4POi2 BARRIER
TO WALL V,4POR BARRIER AT SEAM
UPPER
FLOOR
20" FLOOR TRUSS SYSTEM
DESIGNED BY MFR
3/4"
SUBFLOOR
I
R-21 3" SPRAYED
m
INSULATION RIM
i
MAIN
FLOOR
20" FLOOR TRUSS SYSTEM
DESIGNED BY MFR
R-21 3" SPRAYED
INSULATION RIM
3 /4"
SUBFLOOR
INSULATION AND AIR BARRIER
TO BE CONTINUOUS OVER THE
TOP OF THE FOUNDATION WALL
ACCOUSTICAL SEALANT APPLIED AT TOP t
BOTTOM EDCsES. BETWEEN INSULATION t
SLAB/SILL PLATE k AT ALL VERTICAL EDCsES
B,4SEMENT
6 MIL POLY VAPOR BARRIER
UNDER CONCRETE SLAB
LAPPED MINIMUM 12" SEAL JOINT BETWEEN
FOUNDATION WALL t
SLAB WITH APPROVED
MATERIAL
3-1 /2" -
CONCRETE SLAB
PERFORATED -
DRAIN PIPE
2 STOi2Y ULL SMT
UJ, S CTIO I
SCALE: I/2" = I'-O"
n
7
w
w
v w
i ry aQ W
ao U
OU
a U
C
RRCHITECTURAL
ASPHALT
SHINGLES
I" AIR CHUTES FULL
WIDTH OP EACH
TRUSS SPACE
RICsID
WINDWASH
BARRIER
SIDERS EDGE
ALUMINUM FASCIA
WITH 2X6
suBF,asci,a
VENTED ALUMINUM
50FFIT-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 SHEATHING
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
REVISION DETAILS
8-9-21 `1-3-21
8-10-21 9-8-21
8-II-21 9-9-21
8-13-21 10-IS-21
8-I6-21 10-19-21
8-25-21
i-2-21
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2X8 TREATED SILL WITH SEALER & 1/2" DIA. J
ANCHOR BOLTS OR STRAPS EMBEDDED MINIMUM
7" AT 6'-0" O.C. & MAX 12" FROM PLATE ENDS
HOUSE WRAP-EXTENDED D ALL
w TO A POINT BELOW THE SI
ADD EXTERIOR ABOVE GRADE O Z
PROTECTION-WATERPR O O
OVER BLOCK TO BELO G - U
O
GRADE SLOPES AWAY ROM WALL
AT 5% (6" PER 10'-0"
a
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24" ROLLED RUBBER OVE E#ERI
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18" BELOW CsRADE. U Q
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SCALE AS SHOWN
0
PLAN DATE: 10-22-2
SHEET # 7 OF 9
n
fi l Ol T TfO
RADON MITIGATION-PASSIVE SYSTEM
SUBFLOOR PREPARATION
CLAY JOBS
4LL INTERIOR BASEMENT FL00 2 SPACE TO BE BACKFILLED IUITH AGGREGATE ,4PPROXIMATELY
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 1UST BE BURIED 4 INCHES DEEP IN A GAS-PERMEABLE LAYER
OF CLEAN SAND FILL.
SAND SUPPLIED BY WATERPROOFING CONTRACTOR
SAND INSTALLED BY WATERPROO ING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE SUPPLIED BY IUATERPR00 ING CONTRACTOR
RADON SEALED SUMP BASKET AND COVER/DRAINTILE INSTALLED BY UJATERPROOFING 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 FOUNDATION 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
CAULK.
4. CONCRETE JOINTS-ALL CONCRET JOINTS, ISOLATION JOINTS, CONST 2UCTION JOINTS, AND ANY OTH R JOINTS
IN CONCR ETE SLABS OR BETUJEEN SLABS AND OUNDATION UJALLS SH,4LL BE SE,4LED IUITH A CAULK 0 2 SEAL,4NT.
GAfi'S OR JOINTS SHALL BE CLE,4RED 0 LOOSE f1ATER1,4L AND FILLED IUITH POLYUi2ETHANE CAULK.
0 CONDENSATION DRAINS-SHALL BE TRAPPED OR ROUTED THROUGH NON-PERFORATED PIPE TO DAYLIGHT.
6. SUMPS-SUMP PITS SERVING AS THE TERMINATION POINT OR SUB-SLAB OR INTERIOR DRAIN TILE LOOPS
SHALL BE COV R D WITH A GASKET D OR OTHERIUISE 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.
i. VENT fi'Ifi'E-A PLUMBING TEE CONNECTION SHALL BE INSERTED HORIZONTALLY 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 VEi2TICAL 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
FL00 2S, 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 INSTALLATIDN 0 A UTURE AN SHLL BE A
MINIf1UM 0 24 INCHES IN DIAMETER, CENT R D ON THE AXIS 0 THE V NT STACK, 4ND 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: "RADON 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. HEICsHT
MIN 24" DIAMETER
CENTERED ON TI-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 —
U C io-o„
SUMP BASKE PVC PIPE
LID TO BE
SEALED
0
DUTL
RADON REDUCTION
SYSTEM" LABEL AT
EACH FLOOR
RADON REDUCTION
SYSTEM" LABEL AT
EACH FLOOR
3" GASTIC,HT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LABEL A,T
EACI-I FLOOR
3" G,45TIGHT
PVC RADON VENT
RADON REDUCTION
SYSTEM" LA,BEL A,T
EACH FLOOR
3" GASTIGHT
PVC RADON VENT
POLYURETHANE
CAULK ALL
OPENINCsS
O
SSI fi D01 SYST M
FOUNDATION
COATINC,
CONCRETE
W,4LL
REVISION DETAILS
8-9-21 9-3-21
8-10-21 9-8-21
8-II-21 9-9-21
8-13-21 10-I8-21
8-16-21 10-19-21
8-25-21
9-2-21
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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,4LL BE INSTALLED DURING CONSTRUCTION IN THE ATTIC LOCATION
SCALE AS SHO N
PLAN DAT 10-
SHEET # 8 OF 9
UJINDOUJ DOOR NOT S
EGRESS...ONE WINDOIll IN LOIllER LEVEL ,4ND ONE IUINDOIU IN E,4CH
BEDROOM MUST H,4VE 5. SQ. T. O NET OPEN,4BLE ,4RE,Q IUITH ,4
MINIMUM O 20" IN WIDTH ,4ND 24" IN HEICsHT. M,4XIMUM SILL HEIGHT
ABOVE FLOOR IS 44".
BLOCK ALL EXTERIOR PATIO DOORS WITH NO DECK ,QTTACHED SO
DOOR C,4NNOT BE OPENED f10RE TH,4N f".
G,4R,4GE/HOUSE S P,4RATION DOOR TO BE 20 MINUTE FIRE RATED,
L,4TCHING G,4SKET D.
ST 41fi2 fi ILING NOT S
EVERY STAIRUJ,4Y SH,QLL H,4VE ,4 HE,4DROOM CLE,4R,QNCE
O NOT LESS THAN 6'-8".
C,,RPENTER TO PROVIDE BLOCKING OR NEIllEL POSTS.
TOP OF H,QNDR,4ILS TO BE MOUNTED ,4T 36" ,4BOVE RONT
EDGE O TREAD NOSING-CONTINUOUS FULL LENGTH OF
ST,QIRS. TURN ENDS INTO N IU L POST OR WALL.
R,4ILINGS ,4RE ,4T f11NIf1Ul`1 36" HEIGHT IUITH M,4XIMUM LESS
TH,QN " BETIUEEN INT RM DIATE R,QILS.
ST,41RS 'f" f11NIMUM RISE AND -3/4" M,4XIMUM RISE. ST,QIR
TR,4DS MINIMUM 10" RUN ON ,4LL STAIRS. ANY RIS R OR
TRE,4D SH,4LL NOT EXCEED OTHERS BY 3/8„
EXTERIOR ST,41R SH,4LL BE PROVIDED WITH AN ,QRTI ICIAL
LIGHT SOURCE IN THE Il`11`1EDIATE VICINITY O
THE TOP L,QNDING O THE ST,QIRW,4Y.
fi OUC.H Oi NINC, SCH DU
ITEi"1 iZOUGH OPENINCs
4LL IUINDOWS-,4DD I/2" TO HEIC HT ,4ND I/2" TO LUIDTH
6068 P TIO DOOR „ x s3„
8080 P TIO DOOR qq" x qq"
2868 EXTERIOR Cs 4R,4GE DOOR 3" x 83"
3068 EXTERIOR RONT DOOR 3s" x s3"
3068 RONT DOOR IUITH I S.L. o-ii2" x 82'
3068 RONT DOOR WITH 2 S.L. 62-I/2„ X s2„
3068 RONT DOOR I S.L. TR,4NSOM 50-I/2„ X„
3068 RONT DOOR 2 S.L. TR,4NSOf1 62-I/2„ X„
2068 PREHUNG INTERIOR 2" x s3"
2 68 PREHUNG INTERIOR 30" x 83„
2668 PREHUNC INTERIOR 32„ X s3„
2868 Pi EHUNG INTEi IOi 34„ X 83„
3068 PREHUNC INTERIOR 3s" X s3"
2068 BI OLD s2" x 2s-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 6I-I/2"
6068 BI OLD s2" x 3-/2"
QLL Y HICLE ,QCC SS DOORS f1UST B R,QT D TO WITHST,QND q0 f1PH
UJIND L0,4DS. AP'RO/ED ,QSSEMBLIES MUST BE M,QRKED OR L,4BELED
AS COMPLIANT WITH ,QNSI/DSM,4108.
DOUBLE STUD EACI-I SIDE O DOOR OPENING OR Ti21M
Cs N R 4L PL N NOT S
ALL INTERIOR lU,4LLS 3-I/2" UNLESS NOTED OTHERIUISE. ,4LL INTERIOR
PLUMBINC: IUALLS 5-I/2" UNLESS NOTED OTHERWISE. ,4LL ,QNC:LED IU,QLLS
ARE 45 DEGREES UNLESS NOTED OTHERWISE.
TOWEL BAi2S MOUNTED AT 54" AND TOILET PAPER HOLDERS MOUNTED AT 29"
S,4F TY GL,4ZING GL,4SS TO B USED ON ,4LL GL,4SS IN TUB ,4ND
SHOIUER ,4RE,4.
ATTIC ACCESS R QUIR D 11N1 1UM 22" X 30" IN AN ACCESSIBLE LOC,4TION.
SMOKE DETECTORS INTERCONNECTED, HARD WIRED, WITH B,4TTERY
B,QCKUP E,QCH LEVEL AND ,QCH B DROOM.
SUMP BASKET COVER TO BE SECURED.
C,4R,QGE/HOUSE SEP,QRATION WALL TO BE ONE HOUR IRE RESISTIVE
CONSTRUCTION ON CsARAGE SIDE OF W,4LL WITH JOINTS TAPED.
LEC:IBLE SET OF M,QNU,4CTURERS ENGINEERED TRUSS DET,4ILS TO BE
POSTED ON JOB SITE.
BUILDING NOT TO BE OCCUPIED UNTIL CERTIFIC,QTE O OCCUi',4NCY
H,4S BEEN ISSUED.
CONTINUOUS ,QIR BARRIER TO BE PROVIDED ,QT ,QLL ELECTRIC,QL.
MECHANIC,4L, ,4ND PLUI`1BINCs PENETR,4TIONS.
5/8" TY'E „X„ GY'/BD REQUIRED ON INSIDE O ,QNY ENCLOSED
SP,QCE UNDER ST,41RS.
EVERY PERSON 'ER O MING WORK FOR UJHICH THE CODE IS APPLIC 4BLE
SH,4LL CO1'1PLY WITH THE CODE.
C RBON MONOXIDE DETECTORS ,4RE REQUIRED WITHIN 10 EET OF
ACH ROOf1 L,QIUFULLY USED FOIZ SLE PINCx PURPOS S.
EXHAUST ,4NS f1UST BE VENTED TO OUTSIDE ,41R.
INSUL,QTE DUCT IN UNHE,4TED ,4RE,QS.
OUND TION NOT S
FOUND,QTION ,4NCHOR,4GE
PROVIDE MINIf1Ul`1 I/2" BOLTS WITH AT LE,4ST 2 PER PIECE ,4ND PL,4CED
BETLUEEN 3-I/2" TO 12" ROM ENDS O EACH BO,RD, SP,4C D ,Q
MAXIMUM OF 6" O.C. BOLTS SH,4LL HA/E MINIMUM " EMBEDMENT IN
CONCRETE ,QND BE C,4PPED WITH NUTS ,4ND W,4SHERS. L,4TER,4LLY
SUPPORTED FOUND,QTION IUALL R QUIR f1ENT-2" IU,QSH R, .12" THICK,
ND COUNTER SUNK .25„
FOUND,QTION W,QTERPROOFING MEMBRANE:
CONCRETE ,4ND f1,4SONRY OUND,4TION lU,4LLS TH,4T RETAIN E,4RTH ,4ND
ENCLOSE INTERIOR SP,4CES SH,4LL BE IUATERPROO ED WITH ,4N
4Pf'ROVED M,qTER1,4L ROM TOP OF OOTINC TO FINISHED GR,4DE.
JOINTS SHALL BE L,4PPED ,4ND SE,4LED.
VAPOR RETARDER REQUIRED BETWEEN CONCRETE LOOR SLAB AND
SUB-CsRADE. GAR,4GE IS EXCLUD D.
4PPROVED OUND,4TION DR,4INAGE SYSTEM REQUIRED (R405.0
DRA TSTOi'PING REQUIRED. CONCE,4LED AREA NOT TO EXCEED 1000 SQ. FT.
4LL lll,4TER FROM OUND,4TION DR,41NS OR SUMPS MUST BE PUMPED OR
DR,4INED DIRECTLY TO THE EXTERIOR THROUGH RIGID i'L,QSTIC OR
STEEL PIPING. NO SUMP W,4TER IS ,4LLOWED TO BE PUMPED INTO LOOR
DR,41NS, SINKS, OR ,4NY OTHER ,4CCESS TO S,4NIT,4RY SEIllER.
SUB-SL,4B DEPRESSURIZ,4TION SYSTEM REQUIRED (RADON REDUCTION
SYST 1'1> PER MNRC 1322.2103 S CTION 103.6
PROVIDE CONNECTION LOC,4TION POINT OR ELECTRIC,qL SERVICE TO
CONCRET-ENC,4SED ELECTRODE. CONCRET ENC,4S D ELECTRODE
MAY BE REQUIRED.
PROVID CLE,4R,4NC TO COMBUSTIBLES P R M CH,4NIC,4L COD FOR
4LL VENTS/CHIMNEYS CONVEYING COMBUSTION PRODUCTS.
PROVID OUTSID COf1BUSTION ,41R TO FURN,4C ,QRE,4 OR TH R TURN
41R DUCT.
PROVIDE CORE ILL ,4ND VERTICAL REIN ORCEMENT ,4 MINIMUM O SIX
FEET ON CENTER PER MN BLDG CODE 1303-1900
PROVIDE 6" UIOOD/E,RTH SE',4R,4TION
FROST OOTING MINIMUM 2" DEPTH.
PL 4N CH 4NG ES
8-9-21 R I Ob 3 (ADAM)
FULL B,4SEMENT W,4LKOUT PLAN
ELEV,4TION "E"
L,4RGER P,4NTT2Y
MODIFIED MASTER d BEDROOM #2 DIM NSIONS AS SI-IOWN
34" X 48" FIBERCsLASS MASTER SI-IOWER
8-10-21 RFI tt 0513 IADAM>
UPDATE ELEV,4TION TO NEW CRAFTSMAN ELEVATION
B-II-21 RFI # 0513 IADAM)
Uf'DATE FT20NT TRIM AND BRACKETS
REMOVE ONE f'ANTRY SI-IELF
MOVE KITCI-IEN SINK TO WALL
8-13-21 R I u Ob 3 (ADAM)
REVISE UPPER LEVEL Fi20NT W,4LLS
36 X 60 WINDOWS STAIT2WELL MRSTER BATI-I
6" FRONT EXTERIOR TRIM
STONE ,4ROUND ENT12Y DOOR
8-I6-21 RFI u 0513 1 4D,4M)
ADD TRIM AROUND FRONT DOOR
MOVE RONT WINDOWS IN
RDD GRIDS IN CsARACsE DOORS
8-16-21 RFI tt 05 3 (ADAM)
CHRNCsE ROOF PITCI-I FROM 4.5/12 TO 8/12
8-25-21 RFI tt 05 3 (4DAM)
CI-fANCsE TO 4 CAR CsARACsE
9-2-21 RFI tt 0513 (,4D,4M>
Ui'DATE FRONT ELEVATION TO I-fORIZONT,4L SIDINCs
4DD II-I/4" TRIM TO SIDES OF F120NT WINDOWS OV RHANGING CORNERS I-I/g„
9-2-21 RFI # 0586 lAD,4M>
qDD SPOi2T COURT
EXTE121012 EDITS, L,4BEL FOR W,4C,4MON RANCH DEVELOPMENT
1-3-21 R I u Ob86 (AD,4M)
I-IIP ROOF ELEV,4TION
LP SIDINCs ,4LL 4 SIDES
LP f'ANELS ON RONT ELEVATION
3-I/2" TRIM AROUND RE,4T2 ,4ND SIDE WINDOWS/PATIO DOOR
3-I/2" TRIM ON FT20NT ELEVATIONS AS SHOWN
9-8-21 RFI tt 0513 (ADAM)
CI-fANCsE MONTICELLO LOT II PL,4N TO THIS PL,4N W/SPOi2T COURT
9-9-21 R I u Ob 3 (AD,4M)
RONT ELEVATION 12EVISIONS ,4S SFiOWN
10-18-21 RFI tt 0513 (ADAM)
CHANC:E FL0012 PLANS TO WINDSOR MEADOW PL,4NS. INCLUDINC: ST,41RS
KEEP EXTERIOR THE SAME XCEPT ADD 2' OVERHANC OVER CsARAC E
NO SUN ROOM. K EP SPOT2T COURT
10-19-21 RFI tt 0513 (,4D,4M>
5' PORCH
VINYL SIDINCs SIDES AND REAR
CsABLE END BACK O FiOUSE
SLIDINCs P,4T10 DOOR TO SPORT COURT
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BUII DING NOTES
NO SCALE
PLAN DATE: 10-
SHEET # 9 OF 9
CITY OF
PHONE.763-295-2711 Fax.763-295-4404
O 505 Walnut Street i Suite 1 I 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:
4448 86TH ST NE
155264002110
EDMONSON RIDGE
Block 002 Lot O11
2021-00940
NEW CONSTRUCTION
VB
I RC-1
NA
PRICE CUSTOM HOMES
11090 183RD CIRCLE
ELK RIVER, MN 55330-
Ronald G Hackenmueller, Building
Official #B0002915
Comments:
a ry -7 -
A,1. '.rv ,A . 1 . ,J ----
Date
ITEMS NOT COMPLETED AT FINAL INSPECTION: None
www.ci.monticel lo.m n.us