2025-00746CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 FAX: (763) 295-4404
ADDRESS 4526 86TH ST NE
PIN 155264003080
LEGAL DESC EDMONSON RIDGE
LOT 008 BLOCK 003
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION : $ 245,427.33
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME:
0 SQ FT FINISHED BASEMENT SOG
0 SQ FT UNFINISHED BASEMENT SOG
1740 SQ FT FINISHED MAIN FLOOR
50 SQ FT OPEN PORCH
551 SQ FT GARAGE
FIREPLACE: NO
A/C: YES
MECHANICAL: 15
PLUMBING: 8
WATER METER 1 (MAIN) 1.00
WAC UNITS 1.00
APPLICANT
JP BROOKS HOMES
13700 REIMER DRIVE
SUITE 100
MAPLE GROVE, MN 55311-
763) 999-7153
OWNER
LSW INVESTMENTS LLC
4065 CHELSEA RD W
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, igns will be repaired at my expense.
Applica r/4Date
If /
Bldg Official Date
SAC UNITS
Z 0 Z 5— 0 0 7 4 6
DATE ISSUED: 06/ 10/2025
Permit #: 2025-00746
BUILDING PERMIT FEE
PLAN REVIEW
STATE SURCHARGE, BLDG VAL
SAC FEE 30%
SAC FEE 70%
WATER ACCESS CHARGE, RESI
COMB CONNECTION FEE / RESI
SEWER / WATER EXCAVATION PERMIT
CONTRACTOR LICENSE VERIFICATION FEE
ASSESSMENT SEARCH FEE
UTILITY LOCATE FEE, RESI
WATER METER 1 (MAIN)
MN STATE SALES TAX (MTR1)
TOTAL
Payment(s)
CHECK 23270
1.00
1,920.62
1,248.40
122.71
1,449.90
3,383.10
2,153.00
130.00
130.00
5.00
60.00
50.00
475.00
37.41
11,165.14
11,165.14
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CQcu
bD v , i
Ln cc
MO
l \` pp .D L Z3
75hntoC -O 4 (
C >- W vcuO > v m n
Cc In O Q _0 C
GJ -= O N ++
Q co m v
i' co U O a •>
v
a) v >- >- >-
J > +=
u
v v00 > Q '= c u > Q-
L v dA o v v v CL
H H cn Vn w = a CC cC a Q
in
v
L
0
Q
1
N
l LM 0 LIE a' \Vj
CITY OF
Montice O 4BUILDINGSAFETY - PERMIT _
505 WALNUT STREET, SUITE 1 , MN 55362
City Hall (763) 295-2711 Building Inspections (763) 295-3060 Fax (763) 295-4404
BUILDING PERMIT APPLICATION
Please Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED.
SITE ADDRESS:45)(oVper H F . ZONED
LEGAL: Lot I Block 3 Plat F'j r ()0 5 dV\ A-idCjg__
Property Owner Name: JP Brooks Builders Phone: 763-285-4790
Address: 13700 Reimer Drive City: Monticello State: MN Zip: 55311
Contractor Name: JP Brooks Builders
State License #: 656554
Address: 13700 Reimer Drive
Eng./Architect Name:
Address:
Plumber Name: Northwoods Plumbing
Address: 30799 73rd Street
Mechanical Name: Recher HVAC
Address: 1125 Mississippi Drive North
Tvve of Work
New
Addition
Alteration
Repair
Move
Other
Phone: 763-285-4790
E-Mail: shelly@jpbrooks.com
City: Maple Grove State: MN
City:
City: Pierz
City: Champlin
Type of Construction
1W Single Family
Duplex
Multi -Family
Commercial
Industrial
Other
Phone:
State:
Phone: 763-717-8757
State: MN
Phone: 612-802-6525
State: MN
Zip: 55311
Zip:
Zip: 56364
Zip: 55316
BuildinLy Information
Use of building ` 1'QS G.Q,I CSL / 6%1`
of stories RC." h lr
Floor area sq. ft. 1 el ke
Estimated value Z it ZY , 3 3
of construction $ ,
Description of i
tp
I hereby apply for a permit for construction as described and acknowledge that the information I have provided above is complete and accurate. I
agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Laws of the State of Minnesota;
and that I understand that this application is not a permit and that the work is not to start without a permit. I further 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 my expense.
t SE ACK FOR PLUMBING_
1l 31 D- S AND L INFO.
Applicant Sign ure Application Date
r
f
APPLICANT. Please show. fixtures that are applicable.
Fire Suppression : (if applicable) Plumbinz. (if applicable) Mechanical: (if applicable)
No. Fixture Tvpe No. Fixture Tvpe No. Fixture Tvpe
Sprinkler Heads n1 L Water Closet (toilet) Furnace
Other /Special FS Device Bathtub Gas Meter
Lavatory (wash basin) Range Hood
L Shower l Gas Range
C Kitchen Sink Water Heater
I / Dishwasher Air Conditioning
Laundry Tub O Mech. Fireplace
Clothes Washer
o" _
Bathroom(s) Exhaust Fan
Fire Alarm: (if applicable) Water Heater I Air Exchanger
Urinal 1 l Dryer
No. Fixture Tvpe Drinking Fountain Gas Opening w/o Fixture
l Floor Drainl(.
of %evices Slop Sink
Other 2 Outside Faucet
C Dow
1 TOTAL 8 TOTAL
Future Owner Information:
Name:
Address:
FOR CITY USE ONLY
Tree Ordinance Handout Yes No
Other Handouts Yes No
City: ADDITIONAL INFORMATION:
Valuation:
State: Zip: Construction Type:
Occupancy Group: —
Phone #: Division: vm~ol
Square Footage: /-1 y0 Y -r` ;,, ; 3 t, e.i / •~e ms
of Stories: P Ao n b l er
of Residential Units: / One -
Maximum Occupancy: /j/ej;r
Fire Sprinklers: Yes 8 No
Off -Street Parking Covered: V"- Z.
Off -Street Parking Uncovered: Z-
Building Official
BPT: / /
CITY OF
Monticello
Address:
Legal:
New Residence:
Permit Applicant:
2025 Residential Building Permit Calculator
4526 86th Street NE Monticello MN, 55362
Lot 8 Block 3 Edmonson Ridge Monticello, MN
1 = Yes 0 = No
I House Type:
1 = Yes 0 = No
Contractor: 1 Plan Review:
Owner: 0 Master Plan:
Master Plan Review = 25%
Slab on Grade
1 = Yes 0 = No
1
0
tin.e Permit Fee)
Crawl Space 0 15.27
Unfinished Basement Area 0 16.50
Finished Basement Area 0 44.05
Main/First Floor Area 1.740 125.00 217,500.00
Second Floor Area 0 115.00
Detached Garage 0 60.00
Attached Garage 551 47.33 26,078.83
Garage Conversion to Living Space 0 47.44
Carport/Gazebo 0 30.90
Pole Barn 0 19.03
Shed - greater than 200 SF 0 40.00
Lean -to -Shed 0 13.25
Basement Finish Only 0 16.00
Remodeled Area 0 17.39
Porch (open) 50 36.97 1,848.50
Porch (3-Season) 0 60.00
Porch (3-Season on Existing Deck) 0 55.00
Porch (Screen Porch/Breezeway) 0 58.48
Solarium 0 94.90
Deck 0 20.00
Deck (Screen In & Roof Over Existing) 0 29.80
In -Ground Pool 0 23.18
Above -Ground Pool 0 11.31
Fireplace - Mechanical/Gas 0 4,892.50
Fireplace - Masonry 0 22,660.00
Elevator/Lift/Other 0
CALCULATED BUILDING VALUATION $ 245,427.33
1 =Yes O=No
Water Hook-up 1
Sanitary Sewer Hook-up I
FEES:
Escrow Amount - (Winter
BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% 1,920.03
PLAN CHECK 1,248.02
CONTRACTOR LICENSE VERIFICATION 5.00
STATE SURCHARGE 122.71
SUBTOTAL 3,295.76
SEWER FEE [SAC] 4,833.00
WATER FEE ]WAC] 2,153.00
WATER / SEWER CONNECTION FEE 130.00
SEWER/WATER EXCAVATION PERMIT FEE 130.00
ASSESSMENT SEARCH 60.00
UTILITY LOCATES 50.00
5/8" WATER METER & SALES TAX 510.03
SUBTOTAL $ 71866.03
TOTAL FEES CALCULATED $ 11.161.79
On1y)
TOTAL AMOUNT TO BE PAID TO CITY 11,161.79
CITY OF
Aonticello
BUILDING SAFETY
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite 1
MONTICELLO, MN 55362
Date: 5/12/2025
Contractor:
City Hall (763) 295-2711
Building Inspections (763) 295-3060
JP Brooks
4526 8 6th Street NE
JP Brooks
13700 Reimer Drive
Maple Grove, MN 55311
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION:
Single Story SOG
1,740 Sq ft Finished
Electric fireplace, luxury suite
and four season porch
1 1 Page
Bldg Building, Mechanical &Plumbing Bob Ferguson — Chief Building Official 763) 271-3214
Bob. Ferguson(a;MonticelloMN.go`
Wayne Kalla — Inspector/ Plan Reviewer 763) 314 -0908
Wayne.Kalla k,MonticelloMN.go<
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(a MonticelloNIN.go\ 763) 271-3222
Steve Kowalczyk — Inspector / Plan Reviewer 763) 271-3225
Steve.Kowalczyk@MonticelloMN.gov
Amy Biren — Building Permit Technician 763) 295-3060
11oMN. ov
review Electrical Bill Husom — Electrical Inspector 612)490-0488
outside
of city Permits I Minnesota Department of Labor and Industry Office Hrs: 7-8:30am
mn. ov
910 — 181h St SE, Buffalo, MN 55313
CDD Land Use/Site Design/Landscaping Angela Schumann — Community Development Director 763) 271-3224
Ancela.ScliumannL.MonticelloMN.goN,
Bob Ferguson — Zoning Administrator 763) 271-3214
N.cov
Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer 763)-271-3271
PW Utilities Matt.LeonardO, MonticelloMN.i!ov
Ryan Melhouse — Project Engineer 763) 271-3227
Rvan.Melhouse(a;MonticelloMN.P-Ov
Mario Frucci — Engineering Technician
Mario. Frucci(a;MonticelloMN.aov 763) 271-3213
Mat Stang - Water & Sewer Superintendent 763) 271-3274
Mat. Stanv_(a;MonticelloMN.v-ov
The plan review accomplished as indicated in this record is limited to those code sections specifically
identified herein. This record references commonly applicable code sections. It does not reference all code
provisions which may be applicable to specific buildings. This record is designed to be used only by those
who are knowledgeable and capable of exercising competent judgment in evaluating construction
documents for code compliance.
The following notations refer to design submittal documents as presented in application for a building permit. This report is
not to be considered conclusive with respect to review of plans and specifications to assure compliance with Minnesota
Building Codes and Minnesota Fire Codes. Please retain a copy of this report on -site, attached to the Approved Job Copy of
2 1 Page
the Building Plans and Specifications.
This review is for Building Construction Permit review only. All other reviews will be conducted with
their respective permit applications. See note #1 below.
PLAN
NO. DEPT SHEET/
SPEC.
CODE
SECTION
COMMENTS
SECTION
1 bldg n/a general All job debris must be contained on -site and, in a dumpster, or covered, fenced area
note
bldg
2
n/a general Building Official review and authorization required prior to changes, modifications,
note or alterations.
3
bldg n/a general
1300.0220 NOTICE: This building must not be occupied until a Certificate of Occupancy has
note been issued.
bldg
4
n/a general Final Building, Plumbing, and Heating inspections must be completed prior to
note occupancy. Owner or contractor must be present for final building inspection.
5 bldg n/a general IFGC 406 Gas piping pressure test required: 25# for 10 minutes on residential construction.
note
bldg
6
n/a general Separate applications and permits Required for Sewer / Water Connection, Heating
note A/C Systems, Plumbing, Fire Alarm Systems.
bldg n/a general MR 1322.1101 A building certificate, showing energy code compliance information, must be posted
7 note Subp 15 in a permanently visible location prior to final inspection
N1101.8)
Bldg MN Statute Carbon monoxide detectors must be installed in accordance with M N Statute §299F
8 299F .50 50
R315
bldg Buildings must be constructed per current building codes. 2020 MN State Building
Code including:
n/a general
2020 MN Residential Code
9
note
MR 1300 2023 National Electrical Code
2020 MN Plumbing Code
2020 MN Mechanical Code
2020 MN Fire Code
bldg All bottom wall plates in contact with concrete or masonry shall be decay resistive.
10 R317 All metallic fasteners and mechanical connections in contact with ACQ pressure
treated lumber must be approved for such use.
11 bldg IRC 602.10 Walls shall be braced in accordance with IRC 602.10 or Engineered Plans
12
bldg n/a general Post Address Card Visible from the street, maintain until the house numbers are
note installed.
13
bldg n/a general Engineered Roof Trusses: Provide a Copy of the Approved, Certified Truss Plans
note for framing inspection.
14
bldg n/a general State Board of Electricity: Separate Permit and Inspections Required for Electrical
note work.
15 bldg Maintain 6" Earth to wood separation
Eng Erosion Control Required: Install erosion control per proposed survey prior to
16 foundation inspection. Rock construction entrance and site perimeter controls such
as silt fence are required. Maintain erosion controls until landscaping is completed.
3 1 Page
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
bldg
17
18
bldg
19 bldg
20
bldg.
21 bldg
22 bldg
23
Bldg
24 bldg
25
bldg
26
bldg
27
Bldg
28 bldg
29 bldg
30 bldg
31
bldg
32
bldg
bldg
33
34 bldg
35
bldg
bldg
36
37
Bldg
CODE
COMMENTS
SECTION
Vent Pipes: The vent pipe shall be primed and glued at all fittings and shall extend
up from the radon control system's collection point to a point terminating a
minimum of 12" above the roof. The vent pipe shall be located at least 10' away
from any window or other opening into the conditioned spaces of the building. Vent
pipes routed through unconditioned spaces shall be insulated with a minimum of R-4
insulation. Vent pipes within the conditioned envelope of the building shall not be
insulated.
R312 2 Window Fall Protection Required for all windows 6' above grade with sill height of
less than 24", maximum opening must be less than 4".
WARNING: Call Before You Dig! Gopher State one 65 l -454-0002
Blower Door Test Required: Prior to final Inspection — Air Leakage Rate Must Not
Exceed 3 Air Exchanges Per Hour.
Flash between House and Stoop.
R319.1 Install House Numbers: 4" minimum, visible from street.
Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber /
damper areas are exposed.
Solid Block Between Wall Studs at Vaulted Truss Bottom Chord.
R302.11 Fire blocking Required: Cut off concealed draft openings between stories and attic.
Close horizontal to vertical penetrations.
R301.1 Carry Concentrated loads to foundation — Concentrated loads must be solidly
blocked and carried continuously to foundation.
Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to
daylight; schedule 40 pipe required).
R402.4.1.1 Hardboard Backer Required behind tub / shower.
Seal and Secure Sump Pump Basket Cover.
R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces).
R405.2.3 Fain Tile to Sump Basket: Install pump with rigid piping to house exterior. Install
flexible hose connection extending to drainage area away from the foundation wall.
R1303.2402 Provide power receptacle & switched light in attic or other unconditioned space for
Subpart 6 future active radon ventilation system.
Radon gas vent pipes shall be provided with space around the vent pipe for future fan
R 1303.2402
installation. The space required for the future fan installation shall be a minimum of
24 in diameter, centered on the axis of the vent pipe, and shall extend a minimum
distance of 3 vertical feet.
R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation.
R802.11 Install truss clips at each truss and girder end unless otherwise specified by the truss
manufacture.
R402.2.3 For air permeable insulations in vented attics, a baffle shall be installed adjacent to
MN Res -Energy soffit and eave vents. The baffle shall extend over the top of the attic insulation.
code
R703.2 Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception:
Detached Accessory Buildings)
4 1 Page
PLAN
NO. DEPT SHEET/
SPEC.
SECTION
bldg
38
39 bldg
40 zoning
CODE
COMMENTS
SECTION
2" Anchor Bolts or Manufactured Foundation Straps Must: Engage 2nd course of
R403.1.6 concrete block masonry. Be located at each core fill / be spaced 6' on center, 2
anchors per plate, l anchor within 1' of each end.
Exterior non -draining foundation insulation requirements: have a rigid, opaque, and
weather -resistant covering to prevent degradation of the insulation's thermal
R 4021.1.3 performance. The protective covering shall cover the exposed exterior insulation
and extend a minimum of 6" below grade. The insulation and protective covering
system shall be flashed in accordance with IRC section R703.8.
DRIVEWAY REQUIREMENTS:
R-1 zoning code The Maximum Width at the Property line Shall Not Exceed 30 Ft. and Shall Taper to
a width Not to Exceed 28 Ft. and the Public Street.
5 1 Pa g e
New Corisfruction Energy Code Compliance Certificate
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution Date Certificate Post
panel.
Mailin Address of the Dwelli g or Dwelling Unit
15Q(0 K)&
Name of Residential Contractor
JP Brooks
THERMAL ENVELOPE
0
n) a)
m
0
ro
a
Insulation Location ct m
Below Entire Slab INA
Foundation Wall I R 15
Perimeter of Slab on Grade I R-15
Rim Joist (1st Floor) I R20
Rim Joist (2nd Floor*) R-30
Wail R 2i
Ceiling, flat R-48
Ceiling, vaulted R-40
Bay Windows or cant levered areas R-5o •
Floors over unconditioned area I NA
Describe other insulated areas
City
HovOr W i D
MN License Number
BC 686554
PIace your
logo here
RADON CONTROL SYSTEi1J}
Type: Check All ThatApply L "] jPassive (No Pan)
Active (With fan and monometer
Lilorothersystem monitoring device)
Location (or future location) of Fan:
v
m do Attic
C) A m
o
5 CD
L
rs"
ti x R R Other Please Describe Here
Poly Bander
Fxterlorand tntedoras dictated bycode
intedorof Foundatlon Wag
Building envelope airtightness: `Duct system airtightness: I NA
Windows & Doors {Heating or cooling Ducts Outside Condiiloned Spaces
Average U-Factor (excludes Skylights and one door) l!: X 30 (^ ] Not applicable, all duots located in conditioned space
Solar Heat Gain Coefficient (SHGC): 19A 3 1 5j1R value q_5
MECHANICAL SYSTEMS Make-up Air Select Type
I Appliances Heating System
Domestic Water
Heater Cooling System
Not required per mech_ code
I; ,
Fuel T e Nab. has Nat. Gas Meet. Passive
Manufacturer Bryant Richmond Btyant EI-Powered
Model 15SB042060E'1BA013NR030BNG I Interlocked with exhaust device.
Describe:
input
Rating or size
in Capacity
BTUs 60, 000 (in Gallons: 5O 10"puInTons2c.
t 1 Other, describe:
AFUE or
96'2 190HsPF%
SEER I Location of duct orsystem:
Efficiency 1EER 13
Heating Loss Heating Gain Cooling Load
Residential Load Calculati c,
t "1 ti..l 1 ma's round
duct OR f
MECHANICAL- VENTILATION SYSTi-M metal duct Describe
any additional or combined heating or cooling systems if installed: (e.g. two fimaces or air Combustion Air Select Type source
heat pump with gas back-up furnace): 1Not requked per mech. code Select
7-ypePassive Heat
Recover Ventilator (HRV) Capacity in cfms: Low. 1Hlgh: 1 Other, describe: Energy
Recover Ventilator (ERV) Capacity In cfms: Low. ISO 11-119h: IUO Location of duct or system: Balanced
Ventilation capacity in cfms: Mechanical Room t_
ocaUon offan(s), describe: Bathrooms and Laundry Cfrig Capacity
continuous ventilation rate in cfms: s0.13o i s round duct OR Total
ventilation (inter m-ittent •r- continuous) rate in cfms: [270 j " metal duct Builders
Associaton of Minnesota version 101014
Recher HVAC
HVAC Load Calculations
for
4526 86th St
Prepared By:
Wednesday, April 23, 2025
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth. MN _55441
Project Report
General Proiect Information
Project Title: Recher HVAC
Project Date: Wednesday, April 23, 2025
Client Name: 4526 86th St
Design Data
Elite Software Development, lnc.
Recher HVAC
Page 2
Reference City: Minneapolis/St. Paul AP, Minnesota
Building Orientation: Front door faces East
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Winter: -15 -15 n/a n/a 72 n/a
Summer: 88 71 44% 50% 75 24
Check Fi ugres - -- - ---
Total Building Supply CFM: 592 CFM Per Square ft.: 0.297
Square ft. of Room Area: 1,996 Square ft. Per Ton: 1,434
Volume (ft'): 17,964
Building Loads -
Total Heating Required Including Ventilation Air- 37,967 Btuh 37.967 MBH
Total Sensible Gain: 14,025 Btuh 84 %
Total Latent Gain: 2,676 Btuh 16 %
Total Cooling Required Including Ventilation Air: 16,701 Btuh 1.39 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth. MN 55441
Miscellaneous Report
System 1 House
Input Data
Winter:
Summer:
1 Duct Sizinq Inputs
Elite Software Development, Inc.
Recher HVAC
Page 3
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
15 15 100% n/a 72 n/a
88 71 44% 50% 75 23.51
Calculate:
Main Trunk
Yes
Use Schedule: Yes
Roughness Factor: 0.00300
Pressure Drop: 0.1000 in.wg./100 ft.
Minimum Velocity: 0 ft./min
Maximum Velocity: 900 ft./min
Minimum Height: 0 in.
Maximum Height: 0 in.
Outside Air Data
Winter
Infiltration Specified: 0.140 AC/hr
42 CFM
Infiltration Actual: 0.140 AC/hr
Above Grade Volume: X 17.964 Cu.ft.
2,515 Cu.ft./hr
0167
Runouts
Yes
Yes
0.01000
0.1000 in.wg./100 ft.
0 ft./min
750 ft./min
0 in.
0 in.
Summer
0.070 AC/h r
21 CFM
0.070 AC/hr
X 17,964 Cu.ft.
1,257
X 0.0167
Cu.ft./hr
Total Building Infiltration: 42 CFM 21 CFM
Total Building Ventilation: 100 CFM 100 CFM
System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.140 AC/hr (42 CFM), Construction: Tight
Summer Infiltration Specified: 0.070 AC/hr (21 CFM), Construction: Tight
C:\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 _ _ _ Page 4
Load Preview Report
i
Scope Tonon
ft. Tor Are
SeraGain
Lat
Gain
Net
Gam
Sen,
Loss H gl
CFM, (
ClgSys
CFM,
Ay
CFM
Duct
Size
Building 1.39 1,434 1,996 14,025 2,676 16,701 37,967 384 592 592
Svstem 1 1.39 1,434 1,996 14,025 2,676 16,701 37,967 384 592 592 9x1:
Ventilation 1,387 1,551 2,939 9,285
Zone 1 1,996 12,637 1,125 13,762 28,682 384 592 592 9x1;
1-Main Level 1,996 12,637 1,125 13,762 28,682 384 592 592 6-7
CA ... \-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Paae 5
Duct Size Pre vie w
Room or
Source
Minimu Maximo Rough Design SP Du Du Htg Clg l Act. Duct
Duct Name Veloc' Veloc _ Fact _ — _ U10t Loss
Dud
Lengtt W F14 ! FLo1Nt_I _ .5ize-
Svstem 1
Supply Runouts
Zone 1
1-Main Level Built -In i
Other Ducts in System 1
Supply Main Trunk Built -In I
Svstem 1
Heating Flow: 384
Cooling Flow: 592
750 0.01 0.1
900 0.003 0.1
Summary
369.2 384 ® 592 6-7
728.7 384 592 9x1
C:\ ...\—UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth. MN 55441 -__- Paae 6
Total Building Summary Loads
Component Area Sen Lat Sen Total
escri tpion ------------- --- Quan ----- Loss Gain --- Gain_- Gin
Vector: Glazing -Vector Winows , U-value 0.29, SHGC 222 5,603 0 5,554 5,554
0.31
11 P: Door -Metal - Polyurethane Core, U-value 0.29 42 1,060 0 292 292
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 1536 8,686 0 1,328 1,328
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1996 3,473 0 1,916 1,916
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
22D-10pm: Floor -Stab on.grade, Vertical board insulation 200 5,968 0 0 0
covers slab edge, turns under slab and extends 4'
horizontally, any floor cover, R-10 insulation, passive,
heavy dry or light wet soil, U-value 0.343
Subtotals for structure: 24,790 0 9,090 9,090
People: 4 800 920 1,720
Equipment: 0 1,200 1,200
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 42, Summer CFM: 21 3,892 325 291 616
Ventilation: Winter CFM: 100, Summer CFM: 100 9,285 1,551 1,387 2,939
Exhaust: Winter CFM: 100, Summer CFM: 100
AED Excursion: - - 0_ 0 1,136 1,136
Total Building Load Totals: 37,967 2,676 14,025 16,701
Check Figures - -_ - - ---- --- - ---
Total Building Supply CFM: 592 CFM Per Square ft.: 0.297
Square ft. of Room Area: 1,996 Square ft. Per Ton: 1,434
Volume (ft3): 17,964
Building Loads -- ---
Total Heating Required Including Ventilation Air: 37,967 Btuh 37.967 MBH
Total Sensible Gain: 14,025 Btuh 84
Total Latent Gain: 2,676 Btuh 16
Total Cooling Required Including Ventilation Air: 16,701 Btuh 1.39 Tons (Based On Sensible + Latent)
Notes -- -- --- -
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth. MN 55441
Buildinq Pie Chart
Floor 16%
Roof 9%
Wall 23%
Roof 11 %
Wall 8%
Glass 33%
Elite Software Development, Inc.
Recher HVAC
Page 7
Ventilation 24%
Infiltration 10%
Door 3%
Glass 15%
AED Excursion 7%
Ventilation 18%
Infiltration 4%
Equipment 7%
People 10%
Door 2%
C:\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Elite Software Development, Inc.
Recher HVAC
Plvmouth. MN 55441 - Page8l
Detailed Room Loads - Room 1 - Main Level (Average Load Procedure)
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length- 49.9 ft. System Number: 1
Room Width: 40.0 ft. Zone Number: 1
Area: 1,996.0 sq.ft. Supply Air: 592 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr
Volume: 17,964 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers.- 6 Actual Winter Vent.: 100 CFM
Runout Air: 99 CFM Percent of Supply.: 17 %
Runout Duct Size: 7 in. Actual Summer Vent.: 100 CFM
Runout Air Velocity: 369 ft./min. Percent of Supply: 17 %
Runout Air Velocity: 369 ft./min. Actual Winter Infil.: 42 CFM
Actual Loss: 0.069 in.wg./100 ft. Actual Summer Infil.: 21 CFM
Item Area U- Htg Sen Clg Lat Sen
Description _ Quantity Value HTM Loss _ HTM Gain Gain'
E -Wall-12F-Osw 40 X 9 298 0.065 5.7 1,685 0.9 0 258
S -Wall-12F-Osw 60 X 9 496 0.065 5.7 2,805 0.9 0 429
W -Wall-12F-Osw 40 X 9 248 0.065 5.7 1,402 0.9 0 214
N -Wall-12F-Osw 60 X 9 494 0.065 5.7 2,794 0.9 0 427
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146
E -GIs-Vector shgc-0.31 0%S 20 0.290 25.2 505 32.8 0 655
S -GIs-Vector shgc-0.31 0%S 20 0.290 25.2 505 17.9 0 358
S -GIs-Vector shgc-0.31 0%S (2) 24 0.290 25.2 606 17.9 0 430
W -GIs-Vector shgc-0.31 0%S 42 0.290 25.2 1,060 32.7 0 1,375
W -GIs-Vector shgc-0.31 0%S 40 0.290 25.2 1,009 32.8 0 1,310
W -GIs-Vector shgc-0.31 0%S 30 0.290 25.2 757 32.7 0 982
N -GIs-Vector shgc-0.31 100%S 42 0.290 25.2 1,060 9.6 0 405
N -GIs-Vector shgc-0.31 100%S 4 0.290 25.2 101 9.8 0 39
UP-Ceil-16B-50 49.9 X 40 1996 0.020 1.7 3,473 1.0 0 1,916
0.343 29.8...._. 5,968___ 0.0 0 0
Subtotals for Structure: 24,790 0 9,090
Infil.: Win.: 41.9, Sum.: 21.0 1,800 2.162 3,892 0.162 325 291
AED Excursion: 1,136
People: 200 lat/per, 230 sen/per: 4 800 920
Equipment: 0 1,200
Room Totals: 28,682 1,125 12,637
C-.\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth, MN 55441
Svstem I Room Load Summary
Htg---- Min --- Run Run Clg
Room Area Sens Htg Duct Duct Sens
L Name -- --- SF Btuh CFM Size Vel Btuh
Zone 1---
1 Main Level 1,996 28.682 384 6-7 369 12,637
Ventilation 9,285 1,387
Svstem 1 total 1,996 37,967 384 14,025
System 1 Main Trunk Size: 9x13 in.
Velocity: 729 ft./min
Loss per 100 ft.: 0.107 in.wg
Cooling System Summary[_
Cooling Sensible/Latent Sensible
Tons Split _ Btuh
Net Required: 1.39 84% / 16% 14,025
E ui ment Data
Elite Software Development, Inc.
Recher HVAC
Page 9
Clg Min Act
Lat Clg Sys
Btuh-- CFM___-CFM
1,125 592 592
1.551
2,676 592 592
Latent
Btuh _-
2,676
Type:
Heating System
Natural Gas Furnace
Cooling System
Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency: 0 AFUE 0 SEER
Sound: 0 0
Capacity: 0 Btuh 0 Btuh
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
Total
Btuh
16,701
C:\ ...\-UNTTLO.rh9 Wednesday, April 23, 2025, 8:34 AM
J 1VV 0119311NO
00 'o o'QNO3NOVVC13 + CD
O
019-s)lo C) 0 uj
o
o w
IaI3 O w 2 wW
w90S = z
wz LU
VOH lVvo afQQ 0
w U-j-
D z W
0I_— W w CL,- of Q _,
w Z Q ~ NOIS Q Q waf
0ooo z
u LLI
z z LL -
j-a
Z
z z O LLI
ui
w
zLL 0
a WLL
U1U [ LL
lu
Utu
ut +- z .
SNOUV8301SNO3 NOIS30 N1 H10 80 "SNOI11aNOO QI313 "S1N3W1Sflfab' QoIb'anionais Ol 3nci SNdld VNOaJ lI1HOlIS a3J31a ),VVN Nouond1SNOO - O
Ib'N13 "13n3 MOH 3I vios] 91SSOd St/ JAI 31b'21f1OOb' Sb' NMb'Ia SI Nt/Id 3WOHLa - SIH130 N01S3a 3HI ' (0031) 3000 N011VAa3SNO3 kD83N3 IVNOIIVN 131N1
oo oW
Q
OZOZ 3H1 aNd (OaI) 3003 IVI1NKIS3a IVNOIIVNN31NI 810Z 3Hl HIMGo cOU X]dWOO01NOISaN339SVH13SNVIdSIH1NIa3N3WOH3H1wi 'oo 83WIVIDSld NJIS3a (MV3a0 ONlaiinaW w Z W >zL9NO
w J
uuj OQ
w 'o c'SMVI 1H0la),dO3
3I9V011ddb' ]
IV 011oimS 39 IIIM NOUVIOIn 'S 100219 J CO w LU df JO NOISSIW213d N31llaM a3SS3acJX3 iAOH1IM a31191HO&J AI1O1alS SI WdO h Q 0 ANV
NI 13S NVId SIH1 JO N011aOd ANV 30 Noii:Dna02id3N d0/aNV 3sn IN, w ' m 0 0 '
ONI
S OOM df 30 3sn 3n snioX3 3H1 aOJ a3dOl3n3a aNV O J A8VI318dOad SIS1d3ONOOaNV 'NOliVVgd03N1 "SIld13a "NOIS3a NOIIVA313 m Q aNV NVId
cIOOIJ 'Ol a311WII ION lfl9 JNIaniDNI 3 Vd ivnClnlaNl HOd3 NO a31N3Md3a S1NIW313 NOIS3a
3H1 (INV ES NVId IVan13311HOaV SIH1 LU 30IION 1H lSAdO:) -T-
n6 l r V
4526 86th St Ne
CITY OF
Montf6eflo
BUILDING SAFETY
Lot 8 Block 3 - Edmonson Ridge
Builder: JP Brooks
505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404
CITY OF MONTICELLO
PROPOSED BUILDING SURVEY REQUIREMENTS CHECKLIST
Prior to excavation and construction, the permittee shall submit to the City of Monticello
through certificate of survey that the proposed construction is in compliance with all land use,
zoning, conditional use, or planned use as part of the building permit application. The
certificate of survey shall be signed by a registered Minnesota land surveyor.
The signed certificate of survey shall contain at a minimum the following 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.
Proposed building elevations of lot corners.
Proposed elevations at building corners.
Proposed elevations on the side yard swales at the extension of building comers and
high points.
Proposed and as -built elevations of garage slab and lowest floor on walkouts.
v% Top of curb elevation at the extension of property lines and center of driveway.
Proposed elevations and location of any critical drainage ways located on the site
natural or man-made) indicated with drainage arrows and percentage of slope.
Label all adjacent street and railroad right-of-way.
Must be installed prior to starting construction and maintained to be compliant withErosioncontrolCityrequirementsandprojectSWPPP. Follow City Standard Detail Plate 6006.
Proposed driveway location, width at lot line, % of slope.
Show proposed porches, cantilevers, bay windows, and decks (if being constructed).
Show individual significant trees 36" DBH (Diameter Breast Height)or larger
Existing or proposed retaining wall(s) top and bottom elevations.
Show adjacent property topo related to drainage with arrows.
Proposed sump pump outlet location on building footprint (natural drainage or piped to
curb). Show any Drain Tile installed in the yard. 61 'Show sump pump location on final as -built
City will accept only originals or quality hard copies of the as -built survey and
certification of grading.
ELEV PER GRADING PLAN
Plans by Alliant.
SETBACKS HOUSE TYPE
25' Front Slob on Grade
Garage Floor Elev = 968.0 7' Side
Lowest Floor Elevation = 9640 30' Rear ZONING
Rear Elevation = 968.0 20' Side Street P.U.D.
RAM - Rambler
REFERENCE BENCHMARK:
Rim of sanitary manhole on 86th St.
DRIVEWAY AREA TO STREET:
832Y S.F.
NE near West plot boundary.
Elevation = 957.15 feet (Plot Datum)
SOD AREA:
Full Yard - 8/40Y S.F.
PROPOSED HOUSE ELEVA TONS 30' Past House = 6100% S.F.
Top of Foundation (Slab) Elev = 9674
Garage Floor Elev = 967.1
0 20
07SETS -
PROPOSED IMPERVIOUS SURFACES
Total lot Area = 10, 534'1- S.F. 60m"
BU) 11: PROPOSED DING SURVEY House Area - 2,3427- S.F. " = SCALE: I20' 096.04
05/
3: 965.59 OS14:
965.46 Approved
twr- 5/16/2025 Drivewor&
W Llh Area = 760% S.F. Total
Impervious Area = 3,102'/- S.F. (29.4%) Certifica
te of Survey for
JP
Brooks Builders Lot
8, Block 3, EDMONSON RIDGE City
of Monticello, Wright County, Minnesota Addr"&
4626 86th St NE, Monik.ella MN W362 NO
EXCAVATION OR CONSTRUCTION CAN BEGIN UNTIL THIS PLAN IS
APPROVED BY THE LOCAL BUILDING INSPECTOR LOWEST
FLOOR ELEVATION IS SUBJECT TO SOIL AND WATER TABLE CONDITIONS. BEARING
AND DISTANCE INFORMATION IS PER THE RECORDED PLAT. EASEMENTS
ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUMENTATION WAS PROVIDED TO US. CONTRACTOR
TO DETERMINE EXACT LOCATION AND ELEVATION OF SEWER SERVICE. THE
LOWEST FLOOR ELEVATION IS SUBJECT TO THE ACTUAL DEPTH AND ELEVATION OF THE SEWER SERVICE. PRIOR
TO ANY EXCAVATION, EXCAVATOR MUST COMPARE SURVEY WITH HOUSE PLAN AND BUILDER TO VERIFY TYPE
OF HOUSE, DIMENSIONS AND FINAL ELEVATION(S). STREET
AND UTILITY IMPROVEMENTS SHOWN PER PLAN. UTILITIES
SHOWN HEREON WERE DIGITIZED PER THE EDMONSON RIDGE DEVELOPMENT PLANS DATED 7/29/2021, PAGES
22-24, BY ALLIANT ENGINEERING. 9 `
o a+ 965.5 .I
r-
rN A A A 1 A I i 0 5\I PID:
155-264-003090 59 $ OS2.
9 OS . 3
965.5 EEle . 966iect 6..04 g65
gN 89006'39'v E X g184.56 96966 965 68 U65T ) A65.6 965.2 44 10 g6" 1 > P
Y2"
52.79 /k1/ - - ` 0 1 65
5 67.50 - -
S - 2z -
64.27
44//0 / ---- -
S I---
SB
9 --- -
I-
o - - - SB - -
SBL - - - - - - -1 60 60.
00 65 6 965.3 g I
12 gN X
I1296965k
4
X t Proposed rn
House
12.
00 - 96-4.8 965•f` 2.
00 ,}r4526 -- - - - - 12'x/
2'
i 63.3 I
C wJ 8 Patio `+ IPID: I55-
264-003080 g65 k I o
96
8 I • C rn L 9.5a
5 Area; 10534% S.F. o i 6
I
968
T 5 " 96 (0.
24Y
Ac.) o 5.3 965 A 9 J fit" 7 xx-- °
96 96
a+ 963.9
Proposed N965.3
Day
I
a8 Proposed
65.56.9X3Garage -30-963-o 477 =` Q1nr 2.
00 31.
50 ' J \
s ` 964.6 rn g659
l26kq 6a 9
V22.00
9.
4.
965.
59/2 . SBL' 15- - - - g6a'
o M / 964.
4 X o -
36 N 3/,,55 23 W-
e k• i X T ° 3z 3z - zx 2 0 6 7 /o fT2297
965.4 1 129.08 it pfi6' N 89 °06'39" E 1&
05 33 965.46 X 965•7
RI_ 9648 X Xg
66
Q PID:
155-
26/
r
4/ - 003070 d>
040'4 X
96A.
8 t SHEET
NO. I 964.
0
Certificate of
Survey
BOGART, PEDERSON
JP
Brooks Builders &
ASSOCIATES, INC. L8 B3 EDMONSON
RIDGE LAND SURVEYING CIVIL ENGINEERING
MAPPNG Wright County, Minnesota 3071 6
FIRST STREET,
BECKER,
MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844
1 1 I L// L- I hereby certify
that this survey, plan, or
report was prepared by me or under my
my direct supervision, and that I am a
duly Licensed Land Surveyor under the lows of
the State of Minnesota. Signed: Craig
A. Wensmann Date: 5/12 25
Reg.
No.47466 LEGEND:
Denotes found iron monument E94_2.3]
Denotes
proposed elevation 6ro Denotes
proposed drainage flow Denotes catch basinQ
Denotes electrical cabinet Denotes
water service per
plan Denotes sanitary service
per plan s Denotes electric
service t Denotes watervolve Denotes
telephone pedestal Denotes cable
television box LS
44110 Denotes Peter
Goers, LS I Denotes
bituminous surface Denotes easement Denotes minor
contour
Denotes sanitary sewer
Denotes waterline
Denotes existing adjoiners
SBL - Denotes building
setback line
IP y2 44110l
I 96k.6 964.6
I I
I DATE: 4/23/
25 E
DATE
DESIGN BY:
DRAWN BY: DM CHECKED
BY:
CAW
DWG FILE:
L8 B3 DP
FILE NO.: 22-
0259.22 Drainage and Utility
Easements are shown thus: L6
12 12 N.T.S.
Being 6
feet
in width
and adjoining lot
lines and 12 feet In width and adjoining
street lines and rear lot lines as shown
on this plot, unless otherwise shown. DESCRIPTION