2022-00064cirv,oF
Monticello
BUILDING SAFETY
505 Walnut Street, Suite #1 Monticello, MN 55362
5 r
C rM S
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 ot 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
h points. _
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 draina e arrows and ercenta e of sloee.
Label all adjacent street and railroad right-of-way.
w,,u
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 foot
Show any Drain Tile installed in the Lard. -
natural drainage or piped to urb1)
iv,, o la Y U r'1
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
o
wJQU
N
a
uosuocup
L
oN ;
p
o
N
h
O
d
o
3H0 — — —
3H0 °'
d
s. — —
3H0
X— —
3H0 —
a,—
X
I
96
5
n
9 --
ao
I
X
X
y;
od
snouiwn;
ig
a
6S
99 +
MfiMOS,
9F,/
S
s
vss
II II
9s9e
M
I
rn
X
o
rnM0I
J'
N0a
L /
i
a
Ja0
W00U
WWaNz
0QOZW
U
Z
Q00
zQ9Zw
ma
0Oi
1
Nhho' a
L
1
N
t
0
t
C
N /
r
O
O
g "
n `
C+
o }
I
ss
o
oi _
I
y ,
M
96'
O
o
O
a-- +
p
l8S
I
E
l
0 }
tp
tp
N
tp
1
h
i
rn
o
BL
z
sz -
J
I
l
I
y,
6
o \
I
I , ° .
W
rnl
0'
L96
O `°`
m
o
o '
66 \
y
o
o
r
I
o
o
v' "
j
M `°
p `
F1
O
o =
o °'
g(
ryl
L-.
v
h ,^,
Q .'
996
W ''
N
fp
n \
9-
Z0ULJ. 0wQ0z
N
O
N
m
N
U
a
pp
Ql
n (
N
a
gg
p =
v „
h'
N
oo
oz
6
O
I
m
r
m
o
I ¢ `' °
96o
I
h °
N
o °
r° }
m
J
c
c
9'
996
c
N
7D'
I °
I
z
z
z
s96
O
o
80
6
6
6
00'
0 `
a`°
f"
t
q .
Q
w=
3
J
I
o
0
o
c
o
s
s, • ,
sss
X
a,
i
y /
f
rn
n
165
18596`
s1
0 ,
N
t
O
ip
o'
3,
n
j
iV
rh
E
o
2s'
I
a'
i /
N
io -°
o
o
a,
S,
q
r7
c\
8'
ti96
6,
a
c
M
cn
n
i –
T
6
I
O /
O
j
i9
9 —
N
o
a,
96 ?
o`%
a`
i' ``
9 `
V
g
96
j68
y `
MI
c
N
R "
6 •
5 —
I °
o
6
2`
n "
lsE -
o `
o
a ,
f'
l
rn
I
L•
NC
N
a
µ
gg4.
0
L'£
96X
NE
I
T
Jo
a
in
63
5
Z£
63 /
5' — • `' °
c
86th
i
o
L
aT
3
oI –
Ev
M
0
Z
T -
Vi
O \
i
I
r
W
I
aa
I
o
I voMa
W 2w0r o;
E '
O
p
j
0
4
y
y
C
3
0
o
cW
c00d
d
C
oC
o
d
O N
7d
00
y
O
O
N
N
0
0
co ;
0
0d
y
N
O
p
C •
O
C
d
o
cNO
c,
u
i
u°
i
a
a
a
u
X
O
O
N
p
p
U
y
O
O
O
O
0
0d
C
U
a
yU %
O
T
U
O
V
C
O
yN
y
0
0
x
O
N
m
a
O
d
C
O
J
C
d '
a
d1
E
y
a
m
C
j (,
1
G (,
n
d
a
d
m
a
c
d
a
o
o ;
a
i ::
c
i
3
3
a
a
yy
0000000
N
N
N
N
m
N
0
0
0UyOO
0
dUONUUO
0
c
G1
U
U
y
os°
a
i
ONN
0
N
p
p
O
C
C
tN
u°
i
cxi
aoyy0
0
II '
o°"
I
I
CN
1
0•~
I"
a :.
I
1
I
I
vti'
I
I
J
I
I
0
zl
o,
w
c
p
m
o ,
e
a
c h,
Nn
N
I
I
J
m
I
I
o
rn'
o°
y
v
q
3
J _
L
N
I
0
C
O
o
w, ,
L °°
Vi
L ; -
C
I `
o .
Z
3:.
o
v
I
a
i
awo,
NN
L
p
N -
C
C ;
I
o = O
C
c
om
I
a'
i
oo
m
inLa,
La,
r
c
o
c
z0N
3
N
Nd rn o
U
Orn
n
oN
Ml m
O
N
i
flNZI
f
n
w
j w`
m
ZwN
w
w
CO
w
NN
Z
r
C
N
t
l
Z
Mwz a
Ja `
n°..
iQ
pJ
JU
M 0Z W
2
I'1UST POST 4DDT ESS ON CONSTiZUCTfON
SIT VISIBLE RO1"f fZ0 4D.
EVEi`Y PERSON PER Oi I'11NCz UJQRK OiZ WI--fICH
THE CODE IS ,4PPLIC 4BLE SH,4LL COl"li='LY
WITI--f THE CODE_
NO OCCUP,4NCY O(` USE ,4 LOLl1 D UNTIL IN 4L
INSPECTfON ND PPiZOV L.
STORf"I W TEiZ RU 1—O SH,4LL BE CH NNELED
INTO SIU E, PONDING RE,4 Ofi OTI—+Ei2
SUIT BL iCILITY. NO RUN—O SH 4LL BE
DI(ZECTED ONTO 4DJ,4CENT P20PERT1 5.
PiZOPERTY LINES MUST BE ST KED IN ORDER
TO VERI Y SETB,4CK5 TO LOT LINES—I NOT
ST,4KED SU2/EY MUST BE PROVIDED.
CL AN STR ET D,41LY O ANY 1'1,4TE1 1,4L
TRfiCKED ONTO IT ROM Tf--IIS S(TE.
I/WE TI-IE BUYEi2S OF LOT
SUBDIVISION:
AND/OR ADDRESS:
fi IG T L TIO I
SC 4L: I/8" = I'—O"
H 4VE EXAI'11NED THIS SET O PL>4NS flND ACC PT
TI-fES ,4S ,4 12EPi2 S NT,4TIVE OF THE DUIELLING
TO B BUILT BY PRICE CUSTOM F-IOM S.
I/WE TI-{E BUYER(S) ,4LS0 ACKNOUILEDGE TI-f
BUILDER'S 21G1-fT TO 1,4K ALTER 4TIONS Oi2
SUBSTITUTE PRODl1CT DESIGN O EQUAL OR
GREAT R QUALITY. flLL ALT RATIONS MADE IN
C0 1PLIANC WITH APPLICABL BUILDING CODES
REGULATIONS. SUCI-f DESIGN ALTERATIONS S+-fALL
fNCLUDE BUT NOT B LII"fITED TO:
EXACT DIf1ENSIONS O DWELLINCs & i200h1S TI-f i2EIN,
OPENING SIZES ON ANY L VEL OF DW LLING. TI-!E
NUMB R OF STEi'S TO TF-fE FRONT F'ORCI-f OR ANY
OTI-fER LEV'L OF DUJ LLfNG, LOCATION OF HE 4T
VENTS RUNS. LECTfZICAL PAN L, ff OUTLETS.
TI-IE BUYEi2(S) >4LS0 ACKNOWLEDGE TI-f,4T ANY
f IODEL HOI'1E, ADV RTISING, BROCHUI2E, r ND/Oi2
DISPLAYS ARE SHOUJN PUBLISHED FOi2 ILLLISTRATION
ONLY. ALTE12,4TIONS TO PLAN, DESIC N, PRODUCTS.
4ND STAND,4RD FE>4TURES MAY H>4VE B EN M,4D
SINCE TI-f CONSTRUCTION OF ,4 f10DEL H0 1E OR
ANY OTHER COMPLETED DWELLIN OF THIS f'LAN.
TI-fE UYER(S) M,4Y I-f VE S EN MODEL HOM
DECOT2ATINCs E,4TUR S SUCI-! >4S DRAPE121ES.
SHELVING, UJALLPAi'ER, FURNITURE, AND LANDSCAPING
WI-+ICH i2E NOT INCLUDED UNLESS OT+-iERWIS
SP CIFICALLY CONTi2,4CTED 012.
BUYER
B JYER
INAL SIC NO
CUSTOI"IE SI NATURES:
BUYER
BUYER
D lTE
DATE
4LL XTEi210i2
VENTING OUT BACK
12"
OVERHANC:S
c
h
i
c
c
f
BUY iZ NOTIC:
ICE DAM PROTECTION
I LAY R O 90 COATED ROO ING OR
COATED GLASS C BASE SHE T SI--IALL
B APPLIED T Oi'1 THE ,VES TO A
LIN 24" INSIDE TH EXT RfO(Z UJALL
L!NE WITH ,LL LAPS CEI'1ENT D TOCsETHEi
fi fi TIO1
SC 4L: I/8" = I'—O"
4TTIC V NTILATION
F'ROVID ATTIC V NTILATION. N T iZEE
AR A TO BE QUAL TO I/150TF-I O
ATTIC AIZEA OR I/300TH O ,4TTIC
AfZEA PROVID D AT LEAST 50% IS IN
UPPE2 PORTION O ROO IUITH BALANC
IN SO IT
DUE TO TH V,4iZI0US SIT CONDfTIONS
O INDIVIDU 4L LOTS, THE C DE INES
EFLECT D BY THIS Pi INT i
O ILLUSTi 4TIVE PURPOSES ONLY.
4ND DO NOT f EFLECT 4CTu L
INISI--f C i 4D OR LEV TIONS.
PRO\/IDE '20PER DRAIN,4C E
4LU,4Y ROI"( BUILDINC. _
HOUSE NU 18 i2S
x=.;VED FILE COPY
REVIEWED FOR CODE CDMPUANCE :
SUBIECT70FI4LL!NSPECTION
t ate:_ _..:._, _.`.._...,.2 ' —
lgnat re:. _. ,__..5
SQU,RE OOT 4C E C 4LCU TI NS
1'1AIN LOOR
UPPER FLOOi2
V,
TOTAL -
GRAND TOTAL SQ. FT.
h•
q
r i
4'$
aA . r a
W
Q;r
c
y
q,p'b =:
4
pr Y
30 SQ T
f0 SQ T
INISH D UN INISH D
4
g . . `
T L Tf O l
a ^' ' _ _ l o- SCy4LE: 1/8" — , ,
c (' :
t.., r C,, T ar 'Z, 2 2
ALL OP NINC,S TO XT T IOf I'1UST
B CAULKED # LAS+-IED
LASHINCs IS REQUIR D UJHER ALL
ROO AND /RTICAL SUi2,4CES 1'1 T,
OR UIHER SIDINC: 1"IATERIAL CHANGES.
2„
OVEi21-f,4NGS
fi O IT /TIO1
SC L: I/" = I'—O"
THE APPiZOVED ADD SS SHALL BE
DISPLAY D. PLAINLY VISIBL & LEGIBL
Fi`Oi"I THE STREET FRONTING TI--IE
PROPERTY. 4" HIC:I--I NUP'IBERS tUILL 8
USED. SUBJECT TO CITY iZ QUIR i'1ENTS.
REVISION DETAILS
I-10-22
I—I2-22
I-19-22
I-20-22
0 w U U1
1IInQ/
WCQ~
II,
LJ- J lK
1 1 W-
m o=
Ucr cn
ut U z
zz-
o
w0 cn—O
O—
n='z-
cnz m QCUpLu(Y
40-Clcn cl l--
U1
wU w`n
I CI cnC1 0 0
01L 4zUcnOU
w F-
O
cn zzw
Z z
n°o F-w U
4 - cr) -
o ZZ=
w U O
Q 1- - cn
C]zw z
Z OQcn 4
Q W(L[Y
U O=w
w
W~
z nwU U4U z
O OO
p zU0
w E-z0 O z zcn
OWz IY
w
U w_
w iu`
t- t m w
Om
m
Q
U
OZ
O
m
z
O
I---
ELEVATIONS
SCALE AS SHO fN
PLAN DATE: 1-20-22
SHEET # 1 OF 9
c
cc
Q
L iCiYl
0
w
H
d
A
z
0
n
5 N n
N N I
W N 6'
I I I I
C1
Z
Q
z
W
w w
z mU
wOWUu zO O
cjz=4m(uU u
O CIc`nn cn
w
wU wc~n
Ll
U Uzp Iz
D cn(u0 0
O(zUcnOU
U
Ei
z
H
O
U
O
w
w
w
O
zz
z Z
W O~ Oo
Oc zz
w U O
Wmz
Q W
U Q u1
zWQW-
U Uz
O OO
z
w
O z zcn
OWZ(K
w
U
w w
m
OI
O
w
wU
Ca z
p Ll O
O
z
W
m
C
U
OZ
O
m
O
O C
w
w
C .
U z
O
z
O
CCa
cr
z
w O
DU U
U
u'
z O
o
L c 6-
w5
wzW c,
i
cf W
FOUNDATION PLAN
SCALE: 1/4" = 1'-0°
PLAN DAT i-20-22
SHEET # 2 OF 9
c
a
v
0
w
E
A
z
0
5 (V (V (Y
N (Y I
W N S
y I I I I
0
Q
z
z w w U
wm~z
m 0=
z Ucn cri
w U (k z
zz
wO j—
fK =
cnz mw U
40(
cn cr)
UWOci U
wUc wcn wcn
U Uz[,Iz
tA cnClW0 0
4 O zUcnOU
W
z
x
a
U
w
Z
n — w
z ~
w U OQ
O zz
QQ O
w
O pp cnz z_
zcnpacnq4
4 uaWfL
U =w
QU
W-
n,Uz
OQOO
Yw z(Y
o
04tLz zcn
O zj
W
Umw_
WW
aow
a Om
2
W
U
O
Lu
X
Q
z
O
z
Ll1
m
C]
U
z
O
rz
O
OQ
w
w
C .
z
O
z
O
m
cr
MAIN FLOOR PLAN
SCALE: 1/4 = i'-0
PLAN DATE: 1-20-22
SHEET # 3 OF 9
2,_O„ 2,_„ 2,_„ 2,_„ 2,_„ 2,_„ 2,_„
DOUBLE
rTOP T'L,4T
I
9 I 8"—
3'-O II/I6" 3'-O 5/8" 3'-O II/16"
ry
o
i r WINDOW WINDOW WINDOW
0 R.O. R.O. R.O.
o
z
FLAT X4'S
BETW EN WIN OWS 2
SIN LE BO TOM f' TE
2,_O„ 2,_„ 2,_„ 2,_„ 2,_„ 2,_„ 2,_„
NOTE...BATHTUBS ,4ND SHOWER
FLOORS d W,4LLS ,4BOVE BATHTUBS
IUITH SHOWER HEADS AND IN SHOIUER
COMPARTMENTS SHALL BE PINISFiED
WITH A NONABSORBENT SUi2FACE,
EXTENDINCs TO A HEIGHT OF NOT
LESS TI-IAN 6' FROM FLOOR.
EXTE121012 WALLS
2X6 STUDS 24" O.C.
6,_g„
2'-3 I/2„
2' p„
X6 WAL m
L NEN
o q z [tl v
X I
U O
Op Z ao n
X a
N i "
v
o
m
i
c
LINEN \
2668
2'–O„
T
N
U
N O
ry
O°
0
ac
13'-10"
M,ST i2 UJII DOUJ D T,41
SC,4LE: I/f" = I'-O"
l'-2„
DBL SH/ROD
8' CEILINCs
WIC I
6'-10" X 14'-"
5'-q„
3'-9„ 3,_ „I I
I U
O
SI-I I-fD I O ryTT2L ---I
I ATTIC I J O
X I ACCESS I I W O
0 22X3o =
I
U=j (INSUL>
I I I.
UJ `Y
J
z 9'-q„
u
1
DBL SH/ROD
FR,qME INTERIOR
W,4LLS 24„ O.C.
8' CEILINCs
MASTER BEDROOM
I'1'-6" X 12'-I„
IS'-9„
II'-q"
5'-7„
3660 SH
R.O. 36-I/2" X 60-I/2"
2> 2X8 HDR
g '-4 I/8" HEICsI-IT
8' CEILINCs
BEDROOM #2
II'-O" X II,_O„
i
0
N
tti
2668
l,_Q„
N
2X6 W,4LL 36" HGT
FROM FLOOR TO
CEILING
WASHER/
DRYER
m
DEAD SPACE
FOR WASHER/
DRYER HOOKUPS
L,U1 D Y OOM
UJ,LL D T,41L
SC,4LE: I/F" = I'—O"
56'-O„
59'-O"
2'-5" . 5'-5
I Q o
TUB/SHOWEi2
FBCsLS
I 60 X 30
I
I
W 8' CEILING
BATH
I 5'-0"
X II'-0"
o
2'-5„ „ Xz
4
N i
LINEN \
SHELVES
2668
2668
2668 10'-5„
SEE D T,41L
TI-fIS SHEET
2668
w
7
0
8' CEILING
2 LDRY
w9'-II" X 6'-9
4 -6 I/2"
vi -
O
i
v
13'-8„
98'–O„
56'–O"
v
I
v
N
m
i
2'-2„
3660 SI-I
R.O. 36-I/2" X 60-I/2"
2> 2X8 FiDR
g l'-4 I/8" I-IEICsI-fT
2668
T
u
w j
O
N
O `
O
W
i
i
v
8' C EILINCs
BED1200M 3
II'-O" X II'-O"
8' CEILINCs
LO T
IS'-9" X 15'-S„
16'-O"
8' C EILIN Cs
WICi
m 3'-S" X 5'-0" °
iti
V — — -
I
N SHELF E R
9'–p„
0
I
O
co
2'–p„
5'-8„
N =
N jJJ
Q I
2XW2
I 8' CEILINCs pNQ
I WIC ,* ,v
J
W
I
5_ X_ oOr
N OCZ
2'-2" I 3'–p„
8' C ILINC
BEDROOM tt4
II'-O" X 13,_8„
c v
W
NU
7
O
W
3'-8„
N
i 0 i
9 l7
x w
NW,
Qao
2iQ
m$.ri
p 00
i mnizm
v
8'–p„
O
i
in
H
iv =
O W
Q[= XW -
cn Q O
O a in
mr= i
oOr
pCZ
O
i
ro
O
I
ro
N
REVISION DATES
i-io-22
2
I-19-22
I-20-22
4 C1
z
Z~ O1 7
w uim z
w w—
w U`n zj zz
w0 cn—O
O—
n=mz U W
O
c
Lu
wU°w i
Cl
U Uzp Iz
OrSl cn ua0 0
O(zUcnOU
w
O
cn ZZw
z z~z
w U a
W u
w QQ z
E w U
Q-c
Q zWmZc
Z z a
Q WW-fKU W
x W
o-
Z,j' U tx Uz
O OO
a D fKw
OzfK
4cLz zu O Wzw,
w
Umw>
wWW
4 Q
O
W
mQ
w ' U
Oz
Q wU
m0
Z
w Q Z
O Q
W
w
x Q ,
z
Q 0
z
O O
0 Z
C_f-)
Z
W
U
U
z O
o a
UL
U w u
W w cv
I
p = cl 1J_l
UPPER F1 OOR PLAN
SCALE: 1/4° = 1'-0
PLAN DATE: 1-20-22
SHEET # 4 OF 9
12
f.
FLUSH PLATE
HEICxHT &
SOFFIT HEICsHT
O O
HEEL H IC HT D T,IL
SCALE: I/4" = I'-0"
SIDINCz
HOUSEIURAP LAP ALL JOINTS
6" MIN
EXTERIOR SHEATHINCz
S-I/2" BATT INSULATION (R-20)
GYP. BD. J INTERIOR
AIR BARRIER
4 MIL VAPOi2
BARi21Ei2 LAP ALL
JOINTS 6" MIN.
SEAL VAPOR BARRIER
TO 1ZAMINCz lU/ 3/8" DIA.
BEAD O ACCOUSTICAL
SEALANT
INTEIzIOIZ
f'ARTITION
UJ,LL I IT RS CTIO I D T,41L
SC 4L: I„ = I,_O„
S CTIO I THROUC H ST,IRS
SC 4L: I/„ _ ,_„
6 MIL POLY
UNDER SL,4B
BLOWN INSULATION (i2-4q MIN)
i200F Ti2USS BOTTOM CHORD
SEAL ALL PENETIZATIONS THIZOUGH
f'AiZTITION TOP PLATES W/EXf'ANDING
OAM INSULATION
NTER Oi2 J SEAL VAPOR BARRI R
Al2 BA2RIER
TO RAMINCz lU/ 3/8" D1,4.
BEAD O ACCOUSTIC,4L
4 MIL VAf'OR SEALANT
BAIZIZIEIz LAP ALL
JOINTS 6" MIN. ,TTIC S',4C
SC,4LE: 1„ - l,_O"
I'-10 3/9„
3/4„
SUB LOOR
22" TRUSSES
g 24" O.C.
5/8" S.R.
CEILINCs
KITCI-IEN
ROOF TRUSSES
24" O.C.
DESICsNED BY M R
5/8" S.R.
CEILING
LAUNDRY
FLUSH M. . HDR I
SIZED BY MFR '
O
Q
i
a
o UJ
2
Il RISERS
3/4„ ''
3-I/2"
CONC SLAB
6 MIL POLY
UNDE12 SLAB
J
Q
w
Q
6'-9"
LOOR TRUSS
DIMENSION
9'-8„
DIMENSION
TO SHEETROCK
9'-10"
2> 2X8'S
2X8 JSTS
g I6" O.C.
2" RICsID INSUL
2" LEDCsE
8" POURED CONC
20 X 8 FTCs
ST,li2 L,IDI IC S CTI01
SC 4LE: I/f" = I'-o"
JJ
W
Ln
O
Z
o--
Q
u
J
CsR,4DE
co z
i
cn
r
I'-10 3/9"
16" OSB SI-IEATHING
5-I/2" BRTT INSULATION R-20
2X6 CORNER STUDS
I/2" GYf'SUM BOARD
INTERIOR-AIR BARRIER
4 MIL VRPOR B,q12121ER
LAl' ALL JOINTS 6" MINIMUM
VINYL SIDING
HOUSEWRAP-LAP ALL
JOINTS 6" MINIMUM
OUTSID COfi l fi D T,I
SC,4LE: I" = I'-O"
TREAD MATERIAL
PER SPEC BOOK
3/4"
RISER
EIGHT
EXCEED
4NY RISE OR TRE,4D
SH,4LL NOT EXCEED
OTHERS BY MORE
THAN 3/8"
RISE-4" MINIMUM
RISE--3/4" MAXIMUM
RUN-10" MINIMUM
10" CUT
ON STRINGER
TYPIC,4L ST,41R DET,4fL
SC,4LE: I/2" = I'-O"
3/4"
SUB LOOR
22" TRUSSES
g 24" O.C.
b/8" S.R.
CEILINCs
T200F TRUSSES
g 4° o.c.
DESIC NED BY M R
5/8" S.R.
CEILINCs
L,4UNDi2Y
EXTEND 3/4"
SUBFLOOi2 TO
STAIR W,4LL
FRAMINC
LUSFi M.L. HDi2
SIZED BY MFR
KITCHEN
12
O 8
9'-3„
FRAMINCs
5'-O"
OUTSIDE TO
UTSIDE FRAMINCs
6'-4„
FLOOR TRUSS
DIMENSION
9'-8 I/2„
2'-6" 9'-10 I/9"
w
O
UU
9'-10 I/9„
2" RIC ID INSUL
2" LEDCsE
8" f'OURED CONC
20 X 8 FTG
ST,4IRUJ LL ,MI IC DIM lSIO IS o
SC,4LE: 1/„ - ,_O„
0
REVISION DETAILS
I-10-22
I-12-22
I-19-22
2-22
4 Ca
0 U
w uim~z
W W—
Q=
w U`n zU .
zz
O
W WO cn—O—
cn=
cr z
cnz 4m tuU(XW,
O
cn cn`
w
wU wc~n W
U Uz,Iz
ril cn W0 0
O zUcnOU
U
Z
E
a
O
U
cn Zow
z ~
w U
4
cn
QQ O
C]z z
zcnp cnp 4 u W(Y
U D w
QU ,Uz
O OO
zU0
tuw zcX
O z z
OWzj
W
Umw—
wWW
a mO2
o'
mQ
W U
Oz
W
Q WU Z
w Q Q z
r Q
w O Q
SECTIONS
SCALE AS SHO1 N
PLAN DATE: i-20-22
SHEET # 5 OF 9
AT2CHITECTURAL
ASPH,4LT
SI-IINGLES
I" ,qIR CHUTES FULL
WIDTH O EACH
TRUSS SPACE
RIGID
WINDW,a,SH
BARRIER -
IDERS EDGE
ALUMINUM FASCIA
WITI-f IX12
SUBFASCI,q
VENTED ALUMINUM -
SOFFIT-ALL TO B
PEI2FORATED
l/I6" O.S.B. SI-fEATI-fING
5-I/2" B,4TT
INSUL,4TION (R-20>
ENCsINE RED ROOF
TRUSSES 24" O.C.
INTERIOR I/2" GYPSUM BORRD
4 MIL POLY VRPOR BARi21ER
WITFi JOINTS LAPPED 6" I'11N11'1UM
5-I/2" R-20 FIBEi2GLASS INSULATION
16" OSB SI-IEATI-IING
VINYL SIDING
HOUSE UJR,4P (EXTEND DOWN W,4LL
TO ,q POINT BELOW THE SILL>
I/2" OSB SI-IEATI-IING AT RIM
3" SPRAYED INSULATION AT RIM R-21
BLOWN IN INSUL,4TION
MINIMUM R-49
SEAL VRPOR B,412121ER
TO FRAMING WITH 3/8"
BEAD OF ACOUSTIC,4L SE,4LANT
TAP CEILING V,4POR BRRRIER
TO WALL VAPOR BARRIER RT SEAM
4 MIL POLY VAPOR B,4RRIER
WITI-I JOINTS L,4PPED 6" MINIMUM
I/2" INTERIOR GYf'SUM BO,4i2D
T uss T«
SC,4L: I„ = I,_O„
NOTE...FIRE BLOCKING VERTICAL
4T CEILINGS AND PLOORS. HOi21;
AT INTERVALS NOT EXCEEDING
CONCEALED SPACES AT 50FFIT
DROP CEILINGS AND BETWEEN S
STRINGERS.
TREAT D PLA1
I/2" DIA. ANCHc
STRAPS EMBEC
4T 6'—O" O.C. 6
FROM PLATE E'
INTERIOR I/2" GYPSUM BOARD
4 MIL POLY VAPOR BARRIER
UJITI-f JOINTS LAPPED 6" MINIMUM
I/2" R-20 IB RGL,4SS INSULATION
l/16" OSB SHEATI-fING
VINYL SIDING
I/2" OSB SI-IEATI-IING AT RIM
3" SPI2AYED INSUL,qTION ,4T RIM R-21
SILL SE,4L UNDER 2XS PRESSURE
TRE,4TED f'L,qTE
c. i ivi i n vu n rt rt c
SC,4LE: I/f" = I'-O"
ENGINEERED
FLOOR T12USS
SYST M
D T,IL
SCy4LE:
W R.O.
PL,4TES. SERLER t
NCHOR BOLTS OR
1BEDDED MIN. l"
C. t MAX 12"
r ENDS
D CONC
0
REVISION DETAILS
i-io-22
I-12-22
I-19-22
I-20-22
Ca
0
z
z w w U
wm~z
0=
z Ucn cri
w U (k z
zz
O
wO j—
fK =
cnz mw U
40(
cn cr)
UWOci U
wU(L Wcn wcn
U Uz[u=z
r l cnClW0 0
4 O zUcnOU
W
U
E
Z
E
x
a
0
O
W
U
w
Q
W
U
w
Z
n — w
z ~
w U Oa
O zz
QQ O
w
O pp cnz z_
zcnpacnq4
4 uaWfL
U =w
QU
W-
n,Uz
OCIOO
Yw z(Y
o
04tLz zcn
o z
W
Umw_
WW
aow
Q om
w
m
0
U
Oz
O
m
r
O Ca
w
u w
X Q .
U z
O
z z .
O
Z
1—U W
1C
z
ww O
O umi U
x U
u'
z Q
O
Cl
z..i Wi
W w N
I
a-nw
SECTIONS
SCALE AS SHO N
PLAN DATE: 1-20-22
SHEET # 6 OF 9
i o ° /
i/i/ P ,
LENGTH OF CONTINUOUS H,4DER
j j// j L O TS u
Y SI,YF f'/I(
NAIL SI—IEATI—IING TO I—IEADER UJ/ 8d
NAILS 3" O.C. HACI—I WAY (TYF'>
FASTEN TOP PL,4TE TO HE,4DER W/ (2>
ROWS 16d SINIGER NAILS 3" O.C.
A H R R 5 E
A R O F' R IQ
1 X I— /4" DHP
I6" OR THICKEi2 PLYWOOD
OR OSS SI—fEATHING ,4PPLIED
TO EXTERIOR SIDE OF STUDS
W/STANDARD G"/12" NAILING
STf2AP ON INSIDE FACE OF —
UJALL (PROVIDE SPACER TO
PLUSI—f OUT I—fEADER TO WALL
STUD THICKNESS)
LOCATE PANEL JOINT WITFIIN 2'—O" FROM
CENT R OF WALL I—fEICsI--fT AS REQUIR D
2X SOLID BLOCKING REQUIRED AT
SI—IEATHING JOINT>
2) 2X4 OR 2X6 BEAf21NCs STUDS
U 2X4 OR 2X6 BEARING STUD E(U
2X4 Of2 2X6 FULL HEICsI—IT STUD
EACH END OF HEADER I—IOLDOWN ANCI—fOR AT
LOC,4TION5 SI—IOUJN
5/8" O ,4NCHOR BOL
MIN. EMBBDDBD)
UJ/ 2" X 2" X 3/I6"
PLATE WA51—IEl?
I ' a
p p p ° ° LFOUNDATION p. p P o 0 0: o
WALL7 °
a a a a a a ° °
C 4R,4C E FRONT PORT,4L R,41"E
3/4„
suB LooR
SLEEVED IN R-8
i'L,4STIC
I \I/ \
I
R-30 BLOWN
NETTING
SPRAY R-20 5 g„
CLOSED CELL SHEETROCK
F0,4f1 OUTSIDE RIMS
fi`OOM ,OV C,,fi`C,
I ISUL TIO I D T,I
SC,4LE: I/2„ = I,_O„
FASTEN IGING STUD
TO FIE,4DER W/ (2)
ROWS Ibd SINKER
N,41LS 3" O.C.
I6" OR THICKEi2
PLYWOOD OR OSS
SHEATHINCs APPLIED
TO XTERIOR SIDE
OF STUDS (N,41L
SHE,4THING AROUND
PERIMETEi2 W/2 120UJ5
Sd NAILS 3" O.C.
STAGCsERED E TO
PLATES/BLOCKINCs
3" O.C.
ARCHITECTURAL ASPHALT SHINGLES
15# ROOFING FELT
1 /2" ROOFING PLYWOOD
TRUSSES
EXTERIOR AIR FILM
BLOWN INSULATION R = 49.00
POLY VAPOR BARRIER
5/8" GYP BOARD
INTERIOR AIR FILM
ENGINE R D 1?OOP
TRUSSES g 24" O.C.
S AL VAP012 BARRIER
TO 12,qMINCs WITI-f 3/8„
BEAD OP ACOUSTICAL SEALANT
TAPE CEILING VAPOi2 BARRIER
TO W,4LL V,4POR B,4RRI R AT SEAM
Uf'PER
LOOR
22" FLOOR TRUSS SYSTEM
DESIGNED BY MFR
MAIN
LOOR
3-1 /2"
CONCRETE SLAB —
6 MIL POLY VAPOR BARRIER
UNDER CONCRETE SLAB
LAPPED a MINIMUM 12"
3 /4"
SUBFLOOR
ARCI-fITECTUR,4L
4SPFi,4LT
SI-IINGLES
I" ,41R CHUTES FULL
WIDTI-I OF E,4C1-f
TRUSS SPACE
RICsID
WINDWASH
BARRIEI?
SIDERS EDC E
ALUMINUM ASCIA
WITI-I IX12
SUBPASCIA
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
R-21 3" SPRAYED
AT i21M
INSULATION C? RIM I/2" OSB SI-IEATI-+ING
I" RIGID INSUL,4TION
R-5
SEAL JOINT BETWEEN
FOUNDATION WALL t
SLAB WITH APPROVED
MRTERIAL
p „
2" RIGID INSUL,4TION -
R-10
i
c
T
NOTE...2X6 STUDS
24" O.C.
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-IOUSE Wi2,4P-EXTENDED DOWN W,4LL
TO ,4 i'OINT BELOW TI-fE SILL
ADD EXTERIOR ABOVE GRADE
PROTECTION-WATERPROOFING
OVER BLOCK TO BELOW G12AD
2 STO Y SOG
UJ L S CTIO I
SC,4LE: I/2„ = I,_O"
L— GRADE SLOPES AWAY FROM WALL
AT 5% (6" PER 10'-0")
24" ROLLED RUBBER OVER EXTERIOR
RICsID INSULATION. 6" ABOV CsR,4DE
18" BELOW CsRADE.
0
REVISION DETAILS
i—io-22
I-12-22
I-19-22
I-20-22
0
Ca
z
4
z
W
wm z
Q=
Uc1 cn
wU
zz Ow0u-0
cnz mwo U w
O(
cn«(Y IU
UuiOc~n n U
l
wUc wcn wcn
U Uz,=z
om u,o,o o
O(L zUcnOU
O
n zzw
z rZ
W~ U OQ cn
O(L zz
w o o
p zWmz n
z
Q WW
U Qz w
zWpU O
U z
D O
z
w
O z zcn
OWZWCY
w Um
W
7
Q fflQ
S
W
Q
U
Oz
O
m
r0
OQ
SECTIONS
SCALE AS SH0 11N
PLAN DATE: 1-20-22
SHEET # 7 OF 9
0
REVISION DETAILS
I O T TfO S ST _0_22
2_22
I-I'i-22
I-20-22
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.
0 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.
4. 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.
0 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".
II. POIUER SOURCE-TO PROVID OR UTUR INST,4LLATION 0 ,4N ACTIVE SUB-MEMBRANE, AN ELECTRICAL
CIRCUIT T RMINATED IN AN APPROVED BOX SH LL BE INSTALLED DURING CONSTRUCTION IN THE ATTIC LOCATION
0 VENT PIPE ,4NS.
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
Q C1
o
z
z w v0
w
w uim~z
wcu Ww—
m= z Ucn cri
zz
O
w0 cn—O
O—
cr)z WckUp W
O
c n cn`
w
WU wc~n
l
U Uzp Iz
rSl cn ua0 0
Ot zUcnOU
x
O
U
O
w
O
cn ZZw
z z~z
w U
4
O zz=
w U
a o
Q
Q
ZWmZ
Z,o«oQ
wWo-tx
U w
o- z U
U n, ,Uz
000a
o w°a
oQCLz zcn
OWzy
WDUmw_
2 LL1WW
4 Q
I
m
L Q
U
z
J O
z
O
W
x
W
Q
0
r
RADON MITIGATION
SCALE AS SHO N
PLAN DAT 1-20-22
SHEET # 8 OF 9
UJINDOUJ DOOR NOT S
EGRESS...ONE WINDOIll IN LOUJER 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
4BOVE FLOOR IS 44".
BLOCK ALL EXTERIOR PATIO DOORS WITH NO DECK ATTACHED SO
DOOR C,NNOT 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 41 41LING NOT S
EVERY STAIRUJ,4Y SH,QLL H,4VE ,4 HE,4DROOM CLE,4R,QNCE
O NOT LESS TH,4N 6'-8".
C,,RPENTER TO PROVIDE BLOCKING OR NEUJEL 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 f11NIf1U1'1 36" HEIGHT IUITH M,4XIMUM LESS
TH,QN " BETIUEEN INT RM DIATE R,QILS.
ST,41RS 'f" f11NIMUM RISE AND -3/4" MAXIMUM RISE. ST,QIR
TR,4DS MINIMUM 10" RUN ON ,4LL STAIRS. ,QNY 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`1ED1,4TE VICINITY O
THE TOP L,QNDING OF THE ST,QIRW,4Y.
i OUC. Oi NINC. SCH DU
ITEi"1 ROUGH OPENINCs
4LL IUINDOWS-,4DD I/2" TO HEIC HT ,4ND I/2" TO LUIDTH
6068 P TIO D002 „ x 83„
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. so-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 83"
2 68 PREHUNG INTERIOR 30„ x 83„
2668 PREHUNC INTERIOR 32„ X s3„
2868 Pi EHUNG INTEi IOR 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 I-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 Oi'ENING OR Ti21M
Cs N R 4L PL N NOT S
QLL 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 BARS MOUNTED AT 54" AND TOILET PAPER HOLDERS MOUNTED AT 29"
S,4F TY GL,4ZINCs GL,4SS TO B USED ON ,4LL GL,4SS IN TUB ,4ND
SHOUIER ,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 Cs,4RAGE SIDE OF W,4LL WITH JOINTS TAPED.
LECxIBLE 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 ELECTRICAL.
MECH,4NIC,4L, ,4ND PLUMBING PENETR,4TIONS.
5/8" TY'E „X„ GY'/BD REQUIRED ON INSIDE O ,QNY ENCLOSED
SP,QCE UNDER ST,41RS.
EVERY PEi2SON 'ER O MING WORK FO WHICH THE CODE IS APPLIC 4BLE
SH,4LL COMPLY IUITH THE CODE.
C,4RBON MONOXIDE DETECTORS ARE REQUIRED WITHIN 10 EET OF
ACH ROOf1 L,QIUFULLY USED FOR SLE PINC: 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 MINIf1U1'1 I/2" BOLTS WITH AT LE,4ST 2 PER PIECE ,4ND PL,4CED
BETIU EN 3-I/2" TO 12" ROM ENDS O EACH B0,4RD, SP,4C D ,Q
MAXIMUM OF 6" O.C. BOLTS SH,4LL HA/E MINIMUM " EMBEDMENT IN
CONCRETE ,QND BE C,PPED 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 RET,41N EARTH ,4ND
ENCLOSE INTERIOR SP,4CES SH,4LL BE IUATERPROO ED WITH ,4N
4Pf'ROVED MATERI,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-GR,4DE. G,,R,4GE IS EXCLUD D.
4PPROVED OUND,4TION DR,4INAGE SYSTEM REQUIRED (R 05.0
DRA TSTOi'PING REQUIRED. CONCEALED AREA NOT TO EXCEED 1000 SQ. FT.
4LL W,4TER FROM OUND,4TION DRAINS OR SUl"iPS 1'1UST 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
DRAINS, SINKS, OR ,4NY OTHER ,4CCESS TO S,4NIT,4RY SEWER.
SUB-SL,4B DEPRESSURIZ,4TION SYSTEM REQUIRED (RADON REDUCTION
SYST M> PER MNRC 1322.2103 S CTION 103.6
PROVIDE CONNECTION LOC,4TION POINT FOR ELECTRICAL SERVICE TO
CONCRET-ENC,4SED ELECTRODE. CONCRET ENC,4S D ELECTRODE
MAY BE REQUIRED.
PROVID CLE,4R,4NC TO COMBUSTIBLES P R M CHANIC,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" 1U00D/E,RTH SE',4R,4TION
FROST OOTING MINIMUf1 2" DEPTH.
PL 4N CH 4NG ES
I-4-22 RFI tt 0633 (ADAM)
Al2CFiED C,ARAC,E BUCKS
STONE ,4ROUND Cs,4R,4CsE DOORS
STONE ,4ROUND RONT DOOR
6" TRIM AROUND FRONT DOOR
h10-22 R I u 0633 (ADAM>
4 C,4R Cs,4RAGE, ADD 10'
I-12-22 RFI 1t 0633 (RDAM)
CI-fANCsE PROM 4 CAR GRRACsE TO 3 CAR TANDEM
MOVE BEDROOM tt3 WINDOW TO CLOSET. 29"X4"
ADD ROOF RETURNS LIKE AN ELEVRTION C
I-19-22 RFI # 0633 (ADAM)
ADD CsARACsE DOOR WINDOWS
I-19-22 RFI tt 0633 (AD,4h1)
CHANCsE TO 4 CAT2 CsARACsE
I-20-22 RFI it 0633 (ADAM)
CHANCsE CsAT2ACsE ROOF PITCI-I TO 8/12
W
E-
z
E-
O
U
O
w
O
zz
z Z
W O
u O zz
w O O
p nzWtOzcn
zcnp cnp4 Q W
U D w
z CjU O
4UW, ,Uz
O OO
w
Oq z zcn
OWZ cu
w
U
WWW 7
m
Oz
W
m
Ca
U
OZ
J Q
m
rz
JW
0
Z
w O
U U
x U ' 1.
Z Q
O
UL U
i
W z N
I
p-, = cl W t-
BUII DING NOTES
NO SCALE
PLAN DATE: i-20-22
SHEET # 9 OF 9
CITY OF
PHONE:763-295-2711 Fax:763-295-4404
505 Walnut Street 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:
4518 86TH ST NE
155264003070
EDMONSON RIDGE
Block 003 Lot 007
2022-00064
NEW CONSTRUCTION
VB
I RC - 1
NA
PRICE CUSTOM HOMES
11090 183RD CIRCLE
ELK RIVER, MN 55330-
l
Ronald G Hacken nueller, Building
Official #B0002915
Comments:
Date
ITEMS NOT COMPLETE AT FINAL INSPECTION: NONE
www.ci.monticel lo.mn.us