2025-00760CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 FAX: (763) 295-4404
ADDRESS 4360 86TH ST NE
PIN 155264002030
LEGAL DESC EDMONSON RIDGE
LOT 003 BLOCK 002
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE DECK
VALUATION : $ 4,020.00
NOTE: FOOTING INSPECTION TO BE DONE BEFORE PLACING CONCRETE
HELICAL PIER TORQUE REPORT REQUIRED AT FRAMING INSPECTION
MAX VARIANCE IN STAIR RISE IS 3/8"
12X 16 FOOT DECK
APPLICANT
PATRICK & PAMELA RIDPATH
4360 86TH STREET NE
MONTICELLO, MN 55362-
OWNER
PATRICK & PAMELA RIDPATH
4360 86TH STREET NE
MONTICELLO, MN 55362-
AGREEMENT AND SWORN STATEMENT
I agree that the work will be conducted in conformance with
the ordinances of the City of Monticello and with the
Minnesota State Building Code. I understand that the work
will be in accordance with the plan that has been approved
by the Building Official. I agree that any damage caused to
public property including but not limited to curb, sidewalk,
public utilities and signs will be repaired at m xpense.
Applicant
Date
Bldg Official Date
2 0 2 S— 0 0 7 6 0
DATE ISSUED: 06/11/2025
Permit #: 2025-00760
BUILDING PERMIT FEE 117.93
PLAN REVIEW 76.65
STATE SURCHARGE, BLDG VAL 2.01
TOTAL 196.59
Payment(s)
CREDIT CARD 7107 196.59
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
M
CITY OF FR Permit No. 0vke-667—& v
Monticeflo
BUILDING SAFETY N 2 25 DateJU
RESIDE NTIAL BUILDING PER IT
ADDITIO LTEIbtft0 k'>rJiv>< DEL
SITE ADDRESS
LEGAL DESCRIPTION
LOT
PLAT
8bo- S} Ne
BLOCK PI.D. NUMBER
OWNER'S NAME (Address)
e ru 041 — (DF'&T* q3bo ID4-'54 /A- CONTRACTOR (
Address) (Contact) CONTRACTOR'
S LICENSE NUMBER (IF APPLICABLE) (Email) Tel.
No.) 3)-
6,-4)9o,-x c l Tel.
No.) PLUMBING
BEING COMPLETED BY (PLEASE CHECK ONE): HOMEOWNER
CONTRACTOR IF
APPLICABLE, SPECIFY CONTRACTOR Lic # CHECK
ALL THAT APPLY: TOILET SINK BAR SINK BATHTUB/SHOWER LAUNDRY
TUB SOFTENER OTHER TOTAL #
OF FIXTURES REMINDER:
IF YOU DO NOT OWN THIS PROPERTY OR ARE NOT PERFORMING THE WORK, PERMIT MUST BE PULLED B
Y A MASTER PLUMBER.) MECHANICAL
BEING COMPLETED BY (PLEASE CHECK ONE): HOMEOWNER
CONTRACTOR IF
APPLICABLE, SPECIFY CONTRACTOR CHECK
ALL THAT APPLY: FURNACE A/C FIREPLACE BATHFAN TOTAL #
OF FIXTURES Bond # DESCRWORK
IPT10N OF / a
X + a(e-L-t ESTIMATED
VALUE OF CONSTRUCTION Approved
by Building Official: / Total Due Date
Approved: APPLICANT
SIGNATURE v ` ` Date & A-z1 j 505
Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404
CITY OF
M.. ontice_o
BUILDING SAFETY
505 Walnut Street, Suite #1
Monticello, MN 55362
Phone: 763-295-3060
Email: buildingdepartment(a- ci.monticello.mn.us
DECK PLAN DETAILS
fill in the blanks)
Deck Width: /
lf
Joist Length: [
All
fl
Otrejf& size: 1 Mist Size: 1
Post Size: x lv T2 a Joist Spacing: d 4—
Post Spacing:
let
O Number of Posts:
Please provide measurements in the blanks below):
House
Joist Cantilever "<`
Deck
Height Above Grade to
Footing Diameter
Bottom Diameter
APPLICATION CHECKLIST:
Address:
Yes No
ja 1. Is a future porch being considered?
E 2. Will there be a hot tub or spa on the deck?
PS 3. Is the deck attached to a house cantilever? If yes, provide special design.
4. Is a guardrail required (over 30 inches above grade)?
5. Is a handrail required on the stairs (4 or more risers)?
EL 6. Does the deck site plan show distance to property lines and buildings?
7. Using composite deck materials? If yes, identify TV C )
tse 5/e /40"AW "fL, i
I
tN"l lull F b"I
4 sp wotof 'ass Rise - 0
ss I elan Gu d Pij
Pc st o EIR n .ormladefin o
tit bee V ectmni( salty Fa 3ter red
Spangling Requirements for Trex Stairs
Note LrgArh rrnedsurrrnr.ts yr :.ROWT`, cwiveY! to rnrtnt nrccssary.
Stringer _ -- -` 11" man. depth
1/4" - 3,/B,, gapping
3f4" max. overhand
1 x 8 Riser
Fasten treads to
all stringers
Riser removed for clarity.-. - -_...• See chart below
36" minimum width - 4 stringers are required
Above 36" width _ 5 stringers are required
Stairs NOTES:
Stairway Detail » frex rails -greet a] rna or tu.Iclr?.g codes fax use as a St:.
rr treads guilt with Trex meet requirements of guardrail system.. Local mun,cipa':i?ies may require a the -
Major national bu=ldin4l codes. Consult your Iota" graspable eiandrail on sta=rways. Check with your local rnunti
cipaliRy for specific reQuirerments. building code official for local requeerrQn s.. See Trex Fasten,
star treads continuously across at ,east ADA N'andrQai' Systerm ri the Trex product catalog - four
stnnr ers. See
chart (to the right) for center-to•center sPacxng of
prof,les. Maximum Spacing an Center of w )
Tress the sides of tfae strr gers and risers tram or Trex
fascia for a' inished look. S+
s naturE and Tear s_er I 1 x 6, Select 1 K a 12" When
instalh, q risers, use two screws tser eaery
strirraer,
Additional Deck Details
4360 86th St NE
Note: All support materials listed will be cedartone treated southern pine.
Footings: 10" Carboard Form for 4 footings (3 deck, one outside stair support) for 6"x6" posts.
Footing will be spaced 69" oc to achieve 12' deck width. Will use pot base anchors to secure to
cement footing.
Ledger Board: 2 x 12 Ledger was installed previously by a licensed contractor.
tt--- . P.5-.-f-p,,- , -t-o 1 i,+1 N doll6.
Beams: --r c-bea s will be attacI ed to Pe ost co-iumns usin a post cap with no splices. p g p p
Post Columns: 6x6 post columns will be -9 feet from the top of the footings to the bottom of the
rim/band joist.
Joists: 2x10x16' joists will be used with -1 foot cantilever past the beams. Joists will be 12" oc.
Joists will be attached to the ledger board using a hanger and a mechanical connector to the beam.
Stairs: Stairs will be on the west side of the deck. A 3'x3' landing at the top will be attached to the
ledger board and supported by a 6"x6" post sitting on a poured footing. There will be 16 risers 7.5"
high for a total stair height of 120 inches or 10'. Treads will be 10 inches deep.
Stair width is 36 inches and stringers will be solid 2x12 boards on the side with a cut stringer in the
middle. They will be attached using mechanical hanger.
Railings: All railings will be pre -manufactured rails systems that meet code requirements.
Decking material: Maintenance free decking. Specific brand TBD.
Distance from property line: Minimum 10 feet from property line.
aFORTEWEB% r4FTWXkNf f f' EVE.Y114'11AL(;SIR Ridpath Level
Floor:
Drop
Beam Member Info
Spans & Supports Loads Holes Current Solution:
1 piece(s) 5 1 /4" x 9 1 /4" Treated Parallam®
Plus PSL SL2 Wet Use 16% < MC <=
28%) PASSED Design Actual
@ Results Location
Allowed Result LDF Member 2800
@ 0 6930 Passed -- Reaction 40 (
5.5019) 40%) Ibs) Shear (
Ibs)
2267 @ 1 5727 Passed 1.00 212 40%)
Moment 8134
@ 6 12105 Passed 1.00 Ft-Ibs)
58 67%) Live Load
0.331 @ 6 0.408 Passed -- Deft. (in)
58 L/444) Total Load
0.559 @ 6 0.613 Passed -- Defl. (in)
58 L/263) All Product
Solutions Show only
solutions that pass design Cost Depth
Series
Plies Index Accessories 9 51 /
4" Treated 1 97.13 1/4"
Parallam@ Plus PSL
Beam) 0
SOD AREA:
A s /V
Full Yard = 7590% S.F. (to Conservation Easement)
30 Behind House = 5,090 c SF. hui/t SurveyPROPOSEDIMPERVIOUSSURFACES
Total lot Area = 18,463'7- S.F. forHouseArea = 2,545'7- S.F.
Driveway/Walk Area = 722X S.F.
Total Impervious Area = , JP Brooks Builders
SETBACKS 31267Y- S.F. (17.7%)
Front
7' Side Lot 3, Block 2, EDMONSON RIDGE
0' Rear
20' Side Street City of Monticello, Wright County Minnesota
HOUSE TYPE Address 4360 86M St NE Morfte/la MN 55362
Full Basement Walkout
BEARING AND DISTANCE INFORMATION IS PER THE RECORDED PLAT.
p UZONn EASEMENTS ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUMENTATION WAS PROVIDED TO US.
ELEV PER GRADING
Plans by Aillant.
Garage floor Elev - 963.0
Lowest floor Elevation - 956.0
Rear Elemtlon - 955.5
W - Walkout
Rim of sanitary manhole on 86th St.
NE near West plat boundary.
Elevation = 957.15 feet (Plat Datum)
e9996&0;r 94ox S.F.
PROPOSED HOUSE ELEVA TIONS
Top of House Block Elev 964.5 964.5
Top of Garage Block Elev =964.9 69rep r v7_Y-_ _r 963.2
Garage Floor Elev = 962.9- 962.9
Lowest Floor Elev = 956.5 956.6
LEGEND:
Denotes found iron monument
953.0 Denotes as -built ground elevation
P56.] Denotes as -built elevation
x 976.4 Denotes existing ground elevation
Denotes proposed elevation
a*-- Denotes proposed drainage flow
ElDenotes electrical cabinet
S A.I t'
AS BUILT GRADING SURVEY
9/6/2023Approved / - Date
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Deno es a ec rlc service
cr v-
Denotes sign ` \\ 0 o 0: o C Z
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0 Denotes cable television box \ X 95
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FO Denotes fiber optic service box IP Y2, \`js \ -0
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2 . , H Denotes watervalve per plan 95%
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44110 v o 0
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Denotes hydrant per plan I T o Q,
Denotes catch basin per plan X,9 %o ! /
jam\ c
Denotes water service per plan 95g7 9S9 S E / /,. mac,* 0 \ f
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SS Denotes sanitary service per plan 9 g6 9 f D o
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8(9 959.5 4j/ Afo '9a'p d'j g6
n0 r a0 >' 5 o 0 Ij
notes mrinhole por pinn ti°. t E r
Sump outlet location a 9 S g60
a
LS 44110 Denotes Peter Goers, LS 59.90 .
Denotes bituminous surface z • \4
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i 4412 Z N
g51.595.0 7Q SO o chw h '" 0° \ 96 X 0 Z i co
mco
X 0 0, . o 960.7,. CO CODenoteseasement
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i 9579 SsO o000 o 1
Denotes existing ad joiners try 58 5 / /Qo
v
PID: 155-264-002020 ^ ph O /6
2 rn
SBL Denotes building setback line 4 p Garage
by g62 )
q g 56 . tea, 9
Denotes contour per grading plan 9h 00 House ma`s
Denotes sanitary sewer per plan \h0 0 5 ,
f`4360 h0 , ado
y.56 S /0 38(9619
Denotes storm sewer per plan 'i° 00
Denotes waterline per plan j8( A j
5 Roo Ch O
6 y g 960.2
5 /
g 5 q 954.7
9 S _
955.9 0h
c x oh h.
co .\o N.
95 01-; hit e Ac 955.4 / `b ,h' g 95.r.4 PID: 155-264-002040
o'i h' ,/ % q e 1 3
g52'2 `' 9.54-5 0
a* - / ryvR9 g5 953.9 ,o
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00 Co
CV 954 ' 7),(3 rt.
00, / 9 rn PID: 155-264-002030I + .
S- Area: 18, 46J% Ac. // -j •g
0.42'7- Ac.)
k / 9E55. g0y
FES CMP \ 00 \ , /
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rn \ 954.1 *g
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9si 9
Drainage & Utility T\
J
Easem en V
Conservation Easement
IInfiltration Basini
HWL = 953.56 i
I I EOF = 953.70 0 3 0
Base = 950.50
0\
o5O
I
I r E.O.F i SCALE: 1" = 30'
I ,
Structure i Drainage and Utility Easements are
I shown thus:
I 1 1 6
12 12
i N.T.S. t
Being 6 feet in width and adjoining lot44 , .S ( ;fig" Wniv .38 'IP Y2lines and 12 feet in width and adjoining Bituminous
Trail 44110
street lines and rear lot line lines as shown
on this plat, unless otherwise 85th
Street NE Shawn.
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