2026-00553CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
295-30bU YAX: (763) 295-4404
2 0 2 6— 0 0 S S 3
DATE ISSUED: 07/20/2026
Permit #: 2026-00553
ADDRESS : 4479 86TH ST NE
PIN : 155264004120
LEGAL DESC EDMONSON RIDGE
LOT 012 BLOCK 004
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE NEW CONSTRUCTION
VALUATION $ 345,005.22
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME: SLAB u GRADE
0 SQ FT FINISHED BASEMENT
0 SQ FT UNFINISHED BASEMENT
1.073 SQ FT FINISHED MAIN FLOOR
1.381 SQ FT FINISHED SECOND FLOOR
60 SQ FT OPEN PORCH
707 SQ FT GARAGE
FIREPLACE: YES -ELECTRIC
A/C: YES
MECHANICAL: 9
PLUMBING: 17
WATER METER 1 (MAIN) 1.00 SAC UNITS 1,00
WAC UNITS 1.00
APPLICANT BUILDING PERMIT FEE
PLAN REVIEW
2,514.62
1,634.50
JP BROOKS HOMES
STATE SURCHARGE, BLDG VAL 172.50
13700 REIMER DRIVE
SUITE 100
SAC FEE 30% 1,507.80
MAPLE GROVE, MN 55311- SAC FEE 70% 3,518.20
763) 999-7153 WATER ACCESS CHARGE, RESI 2,732.00
COMB CONNECTION FEE / RESI 130.00
SEWER / WATER EXCAVATION PERMIT
CONTRACTOR LICENSE VERIFICATION FEE
130.00
5.00
OWNER
LSW INVESTMENTS LLC ASSESSMENT SEARCH FEE 60.00
4065 CHELSEA RD W UTILITY LOCATE FEE, RESI 50.00
MONTICELLO, MN 55362- WATER METER 1 (MAIN) 520.00
MN STATE SALES TAX (MTR1) 40.95
TOTAL
Payment(s)
13,015.57
AGREEMENT AND SWORN STATEMENT
CHECK 25569 13,015.57
1 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 my expense.
MZ05 111-- fllll? Applicant
Date
Bldg Official Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE:.
CITY OF
Monticello
BUILDING SAFETY
505 WALNUT STREET, SUITE 1
City Hall (763) 295-2711
flVL
r
I
i
t
J U L 6 2026
NTICELLO. MN 55362
ZO2005 s3 PERMIT #
3060
Fax (763) 295-4404 BUILDING
PERMIT APPLICATION Please
Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. SITE
ADDRESS: %1j 5 1+ ZONED LEGAL:
Lot 12 Block L Plat (2, 49 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 Phone: 763-285-4790 State
License #: 656554 E-Mail: shelly@jpbrooks.com Address:
13700 Reimer Drive City; Maple Grove State: MN Zip: 55311 EngJArchitect
Name: Phone: Address:
City: State: Zip: Plumber
Name: Northwoods Plumbing Phone: 763-717-8757 Address:
30799 73rd Street City: Pierz State: MN Zip: 56364 Mechanical
Name: Recher HVAC Phone: 612-802-6525 Address:
1125 Mississippi Drive North City: Champlin State: MN Zip: 55316 Tyne
of Work TXpe of Construction Building Information New
IX Single Family Use of building 425; ey,e e, 1 -;-r— Addition
Duplex of stories -rwe Alteration
0 Multi -Family Floor area sq. ft. 2-gSy P,:.s4d Repair
Commercial Estimated value Move
Industrial of construction $ zji9 Other
Other 3L/Soc)S Ze-7 Description
of work: hjir- (
10-; ly 5 lti Gv- 9y-C',f. 4wC) 5 fury t1",e w 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. Aq/
G— Applicant
Signature Application Date SEE
BACK FOR PLUMBING AND
MECHANICAL INFO. 6,
015, 57
APPLICANT. Please showfixtures that are applicable. Fire
Suppression : (if applicable) Plumbing: (if applicable) Mechanical. (if applicable) No.
Fixture Type No. Fixture Tyne No. Fixture Type Sprinkler
Heads Water Closet (toilet) Furnace Other /
SpecialFS Device Bathtub i Gas Meter j
Lavatory (wash basin) 6 Range Hood Shower
I _ Gas Range I
Kitchen Sink U Water Heater Dishwasher
Air Conditioning d
Laundry Tub 0 _ Mech. Fireplace P eGtY L I
Clothes
Washer Water
Heater 3
I
Bathroom(
s) Exhaust Fan Air
Exchanger FireAlarm: (if applicable) b
Urinal Dryer No.
Fixture Tyne 0 Drinking Fountain 0 Gas Opening w/o Fixture 1
Floor Drain L #
of Devices O _ Slop Sink Other
2 _ Outside Faucet TOTAL
TOTAL Future
Owner Information: Address:
City:
State:
Zip: Phone #:
FOR
CITY USE ONLY Tree
Ordinance Handout Yes No Other
Handouts Yes No onstruction
Type: V-%3 Iccupancy
Group: A: livision: &
Dyt/17 Q1 quare
Footage: Z y5q of
Stories: 77-Tw of
Residential Units: One- laximum
Occupancy: f- ire
Sprinklers: Yes 16 No ff-
Street Parking Covered: K ff-
Street Parking Uncovered: 13 Building
Official PT: / /
CITY OF
jaMonticello 2026 Residential Building Permit Calculator
Address: 4479 86th St NE Monticello MN
Legal: Lot 12 Block 4 Edmonson Ridge
I = Yes 0 = No
New Residence: I House Type: Two story slab on grade
1 = Yes 0 = No 1 = Yes 0 = No
Permit Applicant: Contractor: I Plan Review: I
Owner: 0 Master Plan: 0
Master Plan Review = 25% ofBudding Permit Fee)
Crawl Space 1,073 $ 15.27 16,384.71
Unfinished Basement Area 0 $ 16.3a
Finkhad Basement P,rca 0 5 44.05
Main/First Floor Area 1,073 $ Aft$ 134,125.00
Second Floor Area 1,381 $ 115.00 158,815.00
Detached Garage 0 $ 60.00
Attached Garage 707 EL_ 47.33 33,462.31
Garage Conversion to Living Space 0 $ 47.44
Carport/Gazebo 0 $ 30.90
Pole Bam 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) 60 $ 36.97 2,218.20
Porch (3-Season) 0 $ 60.00
Porch (3-Season on Existing Deck) 0 $ 55.00
Porch (Screen Porcb/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/Otber 0
CALCULATED BUILDING VALUATION $ 345,005.22
1 = Yes 0 = No
Water Hook-up I
Sanitary Sewer Hook-un 1
FEES:
BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% $ 2,513.63
PLAN CHECK 1,633.86
CONTRACTOR LICENSE VERIFICATION 5.00
STATE SURCHARGE 172.50
SUBTOTAL 324.99
SEWER FEE [SAC] 5,026.00
WATER FEE ]WAC] 2,732.00
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 520.00
SUBTOTAL 5 8,648.00
TOTAL FEES CALCULATED S 12,972.99
Escrow Amount - (Winter Only)
TOTAL AMOUNT TO BE PAID TO CITY $ 12,972.99
Address: I r ( "
I st 4 , Builder: 1i F 80
Two sets Building Plans
V Two sets Surveys
Survey sent to Engineering for review: A
Energy Calcs
yJ/
Digital Plans: oZ
l7/ Plan Review letter generated
t Review completed by Building Department
Permit fees calculated
2OZ-6 t ec S
Plan Review Checklist
x Plan Review Letter:
Survey approved by Engineering:
V HVAC Loads
Correct percentage of Brick & Stone
Received by Building Department:
Applicant contacted: 1 ' l G - 202-,% .,
Date Address House size and finishing details
L/ ECC verified
HVAC Loss Calcs verified
Footings and pads highlighted
V Point loads
V Any balloon framed walls and stud spacing?
n
Special stairway framing
V Details on braced walls
Blocking on floor framing
Bearing wall blocking and bracing
Verify any tempered glass
Valuation report completed
IContact applicant for revisions or questions:
I What:
I Who:
I Date Contacted:
Due Date for Revisions:
Please provide the necessary information by this date:
If not received by that date, the
application will be removed from the review process
and will be treated as a new permit when the
information is provided. The review timeframe will
start over at that time.
V Valuation and size entered on front page of application
Note finished or unfinished basement on front of application
V
Second page of application:
Verify fixtures match plan: plumbing, mechanical, alarms
Compete "Additional Information" section
V Approved COS survey received from Engineering
Plan Reviewer's Initials:
MonticeNG llo
RESIDENTIAL PLANS EXAMINING REPORT
505 Walnut Street, Suite I
MONTICELLO, MN 55362
Date: - 7/8/26
Contractor:
City Hall (763) 295-2711
Building Inspections (763) 295-3060
JP Brooks
4479 86th Street NE
Monticello, MN 55362
JP Brooks
13700 Reimer Drive
Maple Grove, MN 55311
Telephone: 763-285-4790
BASIC PROJECT DESCRIPTION:
Two Story, Slab on Grade
21454 Sq ft Finished
1 I _
Bldg Building, Mechanical & Plumbing Bob Ferguson — Chief Building Official 763) 271-3214
13ob.Fer ugson(a MonticelloMN.eov
Wayne Kalla — Inspector/ Plan Reviewer 763) 314 -0908
Wayne.Kalla(a MonticelloMN.g_oN
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(a N onticelloMN.Qov 763) 271-3222
Steve Kowalczyk — Inspector / Plan Reviewer 763) 271-3253
Steve.Kowalcak(c—uMonticelloMN. ox
Electrical
Amy Biren — Building Permit Technician
Dennis Shafer — Electrical Inspector
763) 295-3060
763) 402-5732review
outside
of city
443 Lafayette Road North, St. Paul, MN 55155 Office Hrs: 7-8:30am
http://www. dii.mn.gov/business/Qet-licenses-and-
its/ nmits
W an se i esig andscapmg Angela RE um — C evelopment Director
Angela.Schuniaim a,.MonticelloMN.gov
Bob Ferguson — Zoning Administrator 763) 271-3214
763)-271-3271Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer
PW Utilities Matt.Leonard(&MonticelloMN.gov
Ryan Melhouse — Project Engineer 763) 271-3227
Ryan.Melhouse(&MonticelloMN.gov
Mario Frucci — Engineering Technician
Mario.Frucci(a MonticelloMN.gov 763) 271-3213
Mat Stang - Water & Sewer Superintendent 763) 271-3274
Mat. Stang_AMonticelloMN.gov
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 P a g e
the Building Plans and Specifications.
This review is for Buildinm Construction Permit review only. All other reviews will be conducted with
their respective permit applications. See note #1 below.
PLAN
NO. DEPT SHEET/ CODE
SECTION
COMMENTS
SPEC.
SECTION
1 bldg n/a general All job debris must be contained on -site and, in a dumpster, or covered, fenced area
note
bldg n/a general Building Official review and authorization required prior to changes, modifications, 2 note or alterations.
bldg n/a general NOTICE: This building must not be occupied until a Certificate of Occupancy has3note
1300.0220
been issued.
bldg n/a general Final Building, Plumbing, and Heating inspections must be completed prior to4noteoccupancy. The 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 n/a general Separate applications and permits Required for Sewer / Water Connection, Heating6noteA/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
1101.8
bldg MN Statute Carbon monoxide detectors must be installed in accordance with MN Statute §299F
8 299F .50 50
R315
bld, Buildings must be constructed per current building codes. 2020 MN State Building
Code including:
n/a general
2020 MN Residential Code
9 MR 1300 0 2023 National Electrical Code
note
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 R 31 - All metallic fasteners and mechanical connections in contact with ACQ pressure
treated lumber must be approved for such use.
I I bldg IRC 602.10 Walls shall be braced in accordance with IRC 602.10 or Engineered Plans
bldg n/a general Post Address Card Visible from the street, maintain until the house numbers are
12
note installed.
bldg n/a general Engineered Roof Trusses: Provide a Copy of the Approved, Certified Truss Plans for13
note framing inspection.
bldg n/a general State Board of Electricity: Separate Permit and Inspections Required for Electrical14
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 fences are required. Maintain erosion controls until landscaping is completed.
P a g c
PLAN
NO. DEPT SHEET/ CODE
SECTION
COMMENTS
SPEC.
SECTION
h/<<L 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
17 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.
18
bldg
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".
19 bldg WARNING: Call Before You Dig! Gopher State One Call 651-454-0002
20
bldg. Blower Door Test Required: Prior to fmal Inspection — Air Leakage Rate Must Not
Exceed 3 Air Exchanges Per Hour.
21 bldg Flash between House and Stoop.
22 1)1(1 R319 1 Install House Numbers: 4" minimum, visible from street.
23
bldg Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber /
damper areas are exposed.
24 bldg Solid Block Between Wall Studs at Vaulted Truss Bottom Chord.
25
bldg
R302.11 Fire blocking Required: Cut off concealed draft openings between stories and attic.
Close horizontal to vertical penetrations.
26
bldg
R301 1 Carry Concentrated loads to foundation — Concentrated loads must be solidly
blocked and carried continuously to foundation.
27
1'h Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to
daylight; schedule 40 pipe required).
28 bldg R402.4.1.1 Hardboard Backer Required behind tub / shower.
29 bldg Seal and Secure Sump Pump Basket Cover.
30 bldg R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces).
31 R405.2.3 Drain 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.
32
bldg R1303.2402 Provide power receptacle & switched light in attic or other unconditioned space for
Subpart 6 future active radon ventilation system.
bldg Radon gas vent pipes shall be provided with space around the vent pipe for future fan
33 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.
34 bldg R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation.
35
1'ld
R802.11 Install truss clips at each truss and girder end unless otherwise specified by the truss
manufacturer.
h1* R402.2.3 For air permeable insulations in vented attics, a baffle shall be installed adjacent to
36 MN Res.Energy soffit and eave vents. The baffle shall extend over the top of the attic insulation.
code
37 TR703.2 Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception:
Detached Accessory Buildings)
P a 9 C
PLAN
NO. DEPT SHEET/
SPEC.
CODE
SECTION
COMMENTS
SECTION
h/dg 2" Anchor Bolts or Manufactured Foundation Straps Must: Engage 2°d course of
38 R403.1.6 concrete block masonry. Be located at each core fill / be spaced 6' on center, 2
anchors per plate, I anchor within V of each end.
Exterior non -draining foundation insulation requirements: Shall have a rigid, opaque,
and weather -resistant covering to prevent degradation of the insulation's thermal
39 bldg 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:
40 Zoning br
Zoning OrdinanceZoningn The established maximum driveway of 20' for two -car garage lots overall, and 20' at
the curb line/curb cut line for three -car garage lots as part of the Meadowbrook PUD
bldg Floor joists and blocking shall be connected to the sill plate at the top of the wall
41 R404.1 1-4 with an approved connector with listed capacity meeting top of wall reaction in table
R404.1(1). Spacing of blocking shall be in accordance with table R404.1(1).
42
bldg
R314 3 If the office is to be used as a sleeping room. A smoke alarm is required in
accordance to section R314.3
5 1 Page
New COTiStrUCtiDn Energy Code Compliance Certificate
PerR407.3 CertlfiCateA bulding cerfificateshaA be posted on orin the electrical dlsti bUtionpanel Date Cettifrca%
hiaTmgAddress oftheDwelit orDwelling Unit4q $% R r ::: 90NameofResidentialContractor
JP Brooks MN License Number
BC686554
JmUlation Location
Below a-rtire Slab
Foundation Wall
PWmeterofSlab on Grade
Rim Joist (1st Floor)
Rim Joist (2nd Flood-)
1Na11
CetTing, flat
CetTmg, vaulted
BayVndows or cantilevered areas
Floors over unconditioned area
Describe oiiierinsulafedareas
BuUdiilg envelope airtightness_
Windows & Doors
Average U-Factor (-M71"desskylights and one
Type= Check AIIThatApply
o
m
Com cm
a
o U m oma
Q id 1Tt m 0
EU o w -6-
o
2 o
o Z u omo
C
m ao
m m
m
m a
Co
NA
R-15 v c/
R30
R30
R-Z
r 4e
R-4a t/
R30
NA
AppIiances HeaSng Sysfem Dornestia ate
Heate
Fuel Type rNatat Gas NaNat Gas
Manufacturer Bryant Richmond
Model 915SBD4206DE17
Rating orSize
fn atin
pacityBTf> CO, 0000 insvon. 50
iljClenGy H P%,
r
96.2 so
esidenfial Load Calculafi Heating Loss Healing gain
3-, r7 b
PIace your
logo here
IYasslve (ND Fan)
Active (Wdh fan andmonomeler
orothersysfem monRDring device)
n (orf ffum location) of Fan:
Attic
er Please Dewnbe Here
Pory Barrfer
Fxtedorand Interiorasdkratedbycade
interior of Foundation waft
sYsfem airtightness= ` NA
acing or GoofingDucfs Outside CondP&onedSpaces
Not apprcabke 0 duets located in condiffoned space
IN -value '33.
Make-up Air Select- Type
Coormg System
Iec
ryan
BA013NR030BNG
7iriput
i Tons= 2.
EER
FR 13
Cooling Load
ZS
Interlocked wrih exd
Descnbe=
Other: descnbe_
Location ofductorsystem:
code
L. Chas
IIYIECHAWCALEI round duct OR Describe
anyadditional or combined heating or cooling' Sourcesystems ifinsfalled- (e_g- two furnaces metal
duct heat
pump with gas back-up fumaoer or air Combustion An- Selecta Type Select
Type Notregirired perm---_ code: Heat
Remverveng,-&or(HRVJ Capacifyincfms= Low. Passive
Ehe-
wRecover ventilator High- CapacrTyln cf
ris= Low so Ocher describe:
Ifi fi_
l30 Bafancedveraa5on capacityinCfmsgLocationofdvctorsystem= Locationoffan(s),
describe: Bat' roomsandLaundry Mechanical Room Capacity conffnuotts
ventUation rate in ofms- Cfm s Totalventilff-DCmtermrrtent,
co,tfUous)rateincfins= i3o s "
mundductOR
metal duct Bvtldets
Associaton of
Minnesota version jolOI4
Recher HVAC
HVAC Load Calculations
for
4479 86th Street NE
Prepared By:
Friday, June 26, 2026
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 Elite Software Development, Inc..
Auer Steel (Plymouth) Recher HVAC
Plymouth. MN 55441 Page 2
Project Report -- -- - -- - - ---- - ----
General Project Information
Project Title: Recher HVAC
Project Date: Friday, June 26, 2026
Client Name: 4479 86th Street NE
Desi n Data
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
Dry Bulb
Grains
DifferenceDryBulb
Winter: -15
Wet Bulb
15
mum
n/a
el.Hum
n/a 72 n/a
Summer: 88 71 44% 50% 72 30
Check Figures
Total Building Supply CFM: 734 CFM Per Square ft.: 0.299
Square ft. of Room Area: 2,452 Square ft. Per Ton: 1,433
Volume (ft'): 20,689
FBuilding Loads
Total Heating Required Including Ventilation Air: 37,176 Btuh 37.176 MBH
Total Sensible Gain: 16,512 Btuh 80 %
Total Latent Gain: 4,020 Btuh 20 %
Total Cooling Required Including Ventilation Air: 20,532 Btuh 1.71 Tons (Based On Sensible + Latent)
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:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 Page 3
Miscellaneous Report
System 1 House Outdoor Outdoor Outdoor Indoor Indoor Grains
Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -15 15 100% n/a 72 n/a
Summer: 88 71 44% 50% 72 29.99
Fbuctsizin inputs
Main Trunk
Calculate: Yes
Runouts
Yes
Use Schedule: Yes Yes
Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 0 ft./min 0 ft./min
Maximum Velocity: 900 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in.
Outside Air Data
Winter
Infiltration Specified: 0.150 AC/hr
Summer
0.080 AC/hr
52 CFM 28 CFM
Infiltration Actual: 0.150 AC/hr 0.080 AC/hr
Above Grade Volume: X 20,689 Cu.ft. X 20,689 Cu.ft.
3,103 Cu.ft./hr
0.0167
1,655 Cu.ft./hr
X 0.0167X
Total Building Infiltration: 52 CFM 28 CFM
Total Building Ventilation: 125 CFM 125 CFM
System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 17.08 1.10 X 0.970 X 16.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 19.79 0.68 X 0.970 X 29.99 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.150 AC/hr (52 CFM), Construction: Tight
Summer Infiltration Specified: 0.080 AC/hr (28 CFM), Construction: Tight
C:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth. MN 55441
Load Preview Report -
Elite Software Development, Inc:
Recher HVAC
Sy. Sys SysNetft. Sen Lat Net Sen Duct
Scope Ton Ton Area Gain Gain Gain Loss' CHtg CClg CAc Size
Building 1.71 1,433 2,452 16,512 4,020 20,532 37,176 435 734 734
Svstem 1 1.71 1,433 2,452 16,512 4,020 20,532 37,176 435 734 734 10x1
Ventilation 854 2,474 3,327 4,643
Zone 1 2,452 15,659 1,546 17,205 32,533 435 734 734 10x1
1-Main Level 1,072 6,576 280 6,856 17,361 232 308 308 3--
2-Upper Level 1,380 9,083 1,266 10,349 15,172 203 426 426 4--
CA ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plymouth, MN 55441 paw 5
Duct Size Preview
Room or
Source
Minimu Maximu Rough Desig S Duct Duc Htg Clg Act. Duct
Duct Name Velo Vela Facto U1 Loss Velocity Lengt Fl Bow
Svstem 1
Supply Runouts
Zone 1
1-Main Level Built -In 0 750 0.01 0.1 384.3 232 308 308 3--
2-Upper Level Built -In 0 750 0.01 0.1 398.1 203 426 426 4--
Other Ducts in System 1
Supply Main Trunk Built -In 0 900 0.003 0.1 754.6 435 L 734 734 10x1
Svstem 1
Heatino Flow: 435
Cooling Flow: 734
CA ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. -
Auer Steel (Plymouth) Recher HVAC'
Plymouth MN 55441 Page 6
Total Building Summary Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
Vector: Glazing -Vector Window, U-value 0.29, SHGC 203 5,119 0 6,254 6,254
0.31
11 P: Door -Metal - Polyurethane Core, U-value 0.29 42 1,060 0 328 328
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2419 13,678 0 2,563 2,563
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 1380.1 2,401 0 1,408 1,408
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 -Slab on grade, Vertical board insulation 152 4,536 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
20P-30: Floor -Over open crawl space or garage, Passive, 307.7 937 0 118 118
R-30 blanket insulation, any cover, U-value 0.035
Subtotals for structure: 27,731 0 10,671 10,671
People: 5 1,000 1,150 2,150
Equipment: 0 2,400 2,400
Lighting: 0 0 0
Ductwork: 0 0 0 0
Infiltration: Winter CFM: 52, Summer CFM: 28 4,802 546 471 1,017
Ventilation: Winter CFM: 125, Summer CFM: 125 4,643 2,474 854 3,327
Exhaust: Winter CFM: 125, Summer CFM: 125
AED Excursion: 0 0 967 967
Total Building Load Totals: 37,176 4,020 16,512 20,532
Check Figures
Total Building Supply CFM: 734 CFM Per Square ft.: 0.299
Square ft. of Room Area: 2,452 Square ft. Per Ton: 1,433
Volume (ft3): 20,689
Building Loads
Total Heating Required Including Ventilation Air: 37,176 Btuh 37.176 MBH
Total Sensible Gain: 16,512 Btuh 80 %
Total Latent Gain: 4,020 Btuh 20 %
Total Cooling Required Including Ventilation Air: 20,532 Btuh 1.71 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:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth, MN 55441
Building Pie Chart
Floor 15%
Roof 6%
Wall 37%
Wall 12%
Glass 30%
11
Floor 1 %
Roof 7%
Elite Software Development, Inc.
Recher HVAC
Page 7
Ventilation 12%
Infiltration 13%
Door 3%
Glass 14%
AED Excursion 5%
Ventilation 16%
Infiltration 5%
Equipment 12%
People 10%
Door 2%
CA ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmmith MN .5..54d1
Elite Software Development, Inc.
Recher HVAC
8 ;
Detailed Room Loads -Room 1 -Main Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 33.5 ft. System Number: 1
Room Width: 32.0 ft. Zone Number: 1
Area: 1,072.0 sq.ft. Supply Air: 308 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 1.9 AC/hr
Volume: 9,648 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 3 Actual Winter Vent.: 67 CFM
Runout Air: 103 CFM Percent of Supply.: 22
Runout Duct Size: 7 in. Actual Summer Vent.: 52 CFM
Runout Air Velocity: 384 ft./min. Percent of Supply: 17
Runout Air Velocity: 384 ft./min. Actual Winter Infil.: 27 CFM
Actual Loss: 0.075 in.wg./100 ft. Actual Summer Infil.: 14 CFM
Item Area U- Htg Sen Clg Lat Sen
Description Quantily Value HTM Loss HTM Gain Gain
E -Wall-12F-Osw 40 X 9 312 0.065 5.7 1,764 1.1 0 331
S -Wall-12F-Osw 36 X 9 324 0.065 5.7 1,832 1.1 0 343
W -Wall-12F-Osw 40 X 9 274 0.065 5.7 1,549 1.1 0 290
N -Wall-12F-Osw 36 X 9 324 0.065 5.7 1,832 1.1 0 343
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.8 0 164
E-Door-11 P 3 X 7 21 0.290 25.2 530 7.8 0 164
E -GIs-Vector shgc-0.31 0%S
W -GIs-Vector shgc-0.31 0%S
6
9
0.290
0.290
25.2 151
25.2 227
33.7
33.7
0
0
202
303
W -GIs-Vector shgc-0.31 0%S 42 0.290 25.2 1,060 33.6 0 1,412
W -GIs-Vector shgc-0.31 O%S (2) 35 0.290 25.2 884 33.6 0 1,176
Floor-22D-1Opm 152 ft..Per. 152 0.343 29.8 4,536 0.0 0 0
Subtotals for Structure: 14,895 0 4,728
Infil.: Win.: 26.6, Sum.: 14.2 1,368 1.803 2,466 0.177 280 242
AED Excursion: 406
Equipment: 0 1,200
Room Totals: 17,361 280 6,576
C:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth) s
Elite Software Development, Inc.
Recher HVAC
Detailed Room Loads -Room 2 -Upper Level (Average Load Procedure)
General
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 37.3 ft. System Number: 1
Room Width: 37.0 ft. Zone Number: 1
Area: 1,380.1 sq.ft. Supply Air: 426 CFM
Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr
Volume: 11,041 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 4 Actual Winter Vent.: 58 CFM
Runout Air: 106 CFM Percent of Supply.: 14
Runout Duct Size: 7 in. Actual Summer Vent.: 73 CFM
Runout Air Velocity: 398 ft./min. Percent of Supply: 17
Runout Air Velocity: 398 ft./min. Actual Winter Infil.: 25 CFM
Actual Loss: 0.081 in.wg./100 ft. Actual Summer Infil.: 13 CFM
Item Area -U- Htg Sen
E -Wall-12F-Osw 40 X 8 275 0.065 5.7
S -Wall-12F-Osw 41 X 8 313 0.065 5.7
W -Wall-12F-Osw 40 X 8 284 0.065 5.7
N -Wall-12F-Osw 41 X 8 313 0.065 5.7
E -GIs-Vector shgc-0.31 0%S (3) 45 0.290 25.2
S -GIs-Vector shgc-0.31 0%S 15 0.290 25.2
I W -GIs-Vector shgc-0.31 0%S 6 0.290 25.2
W -GIs-Vector shgc-0.31 0%S (2) 30 0.290 25.2
N -GIs-Vector shgc-0.31 100%S 15 0.290 25.2
UP-Ceil-166-50 37.3 X 37 1380.1 0.020 1.7
Floor-20P-30 17 X 18.1_ _ 307.7 0.035_ 3.0
Subtotals for Structure:
Infil.: Win.: 25.2, Sum.: 13.4
AED Excursion:
People: 200 lat/per, 230 sen/per:
Equipment:
1,296
5
1.802
1,555
1,770
1,606
1,770
1,134
378
151
756
378
2,401
937
12,836
2,336
Room Totals: 15,172
Clg
1.1
1.1
1.1
1.1
33.6
18.7
33.7
33.6
10.5
1.0
0.4
0.177
Lat
0
0
0
0
0
0
0
0
0
0
0
0
266
1,000
0
1,266
Sen
291
332
301
332
1,512
281
202
1,008
158
1,408
118
5,943
229
561
1,150
1,200
9,083
C:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc
Auer Steel (Plymouth) Recher HVAC
PI mouth MN 55441 ---_ Pa e 1
System 1 Room Load Summary - ----- _
Htg Min Run Run Clg Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Clg Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM
Zone 1---
1 Main Level 1,072 17,361 232 3-7 384 6,576 280 308 308
2 Upper Level 1,380_ 15,172 203 - 4-7 398 9,083 1,266 426 426_
Ventilation 4,643 854 2,474
System 1 total 2,452 37,176 435 16,512 4,020 734 734
System 1 Main Trunk Size: 10x14 in.
Velocity: 755 ft./min
Loss per 100 ft.: 0.103 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.71 80% / 20% 16,512 4,020 20,532
Equipment Data
Type:
Heating System
Natural Gas Furnace
Cooling System
Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency: 0 AFUE
Sound: 0
0 SEER
0
0 Btuh
0 Btuh
0 Btuh
C:\ ...\Recher HVAC - 4479 86th Street NE.rh9 Friday, June 26, 2026, 2:59 PM
Job Truss Truss Type Oty Ply The Sylvia A -Upper Floor
J261385-F2 H1GR Half Hip Girder 1 4
Job Reference (optional)
P&M Truss, Isanti, MN 55040
0-11-0
0-11-0
N u?
Cl
N
V 1 1 O
V a0
M O
N
O O
a0 a0 1
V
Run: 25.30 S Oct 16 2025 Print: 25.3.0 S Oct 16 2025 MiTek Industries, Inc. Fri Jun 26 05:44:27 Page: 1
ID:wL3GIY WA3JgB4z3J LNuyl5zA?79-BKpVSRCUZitvBdZ4JCO6s62BIHprwT2N3eE WwEz2 Vfo
2-9-9 I 6-11-8 1 10-2-6
2-9-9 4-1-15 3-2-14
M18AHS 9x16 e
M18AHS6x16 o
5
19
12-6-12 1 14-11-1 1 17-3-6 20-5-0
2-4-5 2-4-6 2-4-5 3-1-10
10x12a 5x10= 10x18= 4x5= 2x6 2x6rr 6x14= 5x8=
M18AHS 10x16 = 4x8=
1 8
20-5-0
2-9-9 5-2-10 1 7-1-4 10-2-6 12-6-12 1 14-11-1 1 17-3-6 1 19-11-8 I
2-9-9 2-5-1 1 1-10-10 I 3-1-2 2-4-5 2-4-6 2 4-5 2-8-2
0-5-8
Scale = 1:40.9
Plate Offsets (X, Y): [3:0-2-0,0-1-8], [4:0-8-0,0-2-0], (9:0-6-12,0-1-8], [11:0-5-4,0-4-0], [12:Edge,0-2-8], [13:0-3-8,0-2-4], [15:0-7-8,0-6-0], [18:0-9-0,0-6-4], [19:0-3-8,0-2-8], [20:04-4,0-2-4]
Loading psf) Spacing 1-4-0 CSI DEFL in loc) I/dell L/d PLATES GRIP
TCLL (roof) 35.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.25 16 963 360 M18AHS 142/136
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0.39 16-17 610 240 MT20 2441190
BCLL 0.0' Rep Stress Incr NO WB 0.93 Horz(CT) 0.05 22 n/a n/a
BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH Wind(LL) 0.07 16 999 240 Weight: 674 lb FT = 20
LUMBER
TOP CHORD 2x6 SP 2400F 2.0E 'Except' T2:2x6 SPF
No.2
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF Stud 'Except' W1,W5:2x10 SP
2400F 2.OE, W2,W9:2x4 SPF 1650F 1.5E,
W10:2x6 SP 2400F 2.OE, W6,W4:2x4 SPF
No.2
OTHERS 2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals, and
2-0-0 oc purlins (5-10-6 max.): 6-11, 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS (lb/size) 20=17820/0-5-8, (min. 0-3-11),
22=12101/0-5-0,(min. 0-4-12)
Max Horiz 20=48 (LC 5)
FORCES lb) - Max. Comp./Max. Ten. - All forces 250
Ib) or less except when shown.
TOP CHORD 2-3=-22645/0, 3-4=-30701/0, 6-23=42489/0,
23-24=-42489/0, 7-24=42489/0,
7-8=-38435/0, 8-9=-38435/0, 9-10=-15543/0,
10-11=-15543/0, 2-20=-16208/0,
12-22=0/1 104, 11-22=0/1 104, 4-6=-31469/0
BOT CHORD 19-20=0/5324, 18-19=0/20277,
17-18=0/42298, 16-17=0/48014,
15-16=0/48014,14-15=0/27716,
13-14=0/27716,12-13=0/3747
WEBS 2-19=0/16081, 4-18=0/23726, 7-16=-712/0,
9-14=0/333, 8-15=-600/0, 10-13=435/0,
11-13=0/15661,9-13=-16410/0,
9-15=0/14451, 7-15=-12914/0, 6-17=0/2887,
6-18=-21603/0, 7-17=-6815/0, 3-19=-7759/0,
3-18=0/10771, 11-22=-12798/0
NOTES
1) Special
loads equally between all plies.
2) 4-ply truss to be connected together with 10d (0.131 "x3")
nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 4 rows
staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 1 row at 0-6-0 oc, 2x10
5 rows staggered at 04-0 oc.
Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center
of the member w/washers at 4-0-0 oc.
Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center
of the member w/washers at 4-0-0 oc.
3) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
4) Unbalanced roof live loads have been considered for this
design.
5) Wind: ASCE 7-16; Vul1=115mph (3-second gust)
Vasd=91 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat.
11; Exp B; Enclosed; MWFRS (envelope); cantilever left
and right exposed ; end vertical left and right exposed;
Lumber DOL=1.33 plate grip DOL=1.33
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) The Fabrication Tolerance at joint 15 = 12
9) This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
10) ' This truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
11) Bearing at joint(s) 22 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
12) This truss is designed in accordance with the 2018
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
13) Load case(s) 1, 2 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
14) Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or
bottom chord.
15) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 12310
lb down at 7-2-10 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-23=-220,
11-23=-316, 12-20=-13, 4-6=-60
Concentrated Loads (lb)
Vert: 18=-12310, 7=-1 1600, 24=-1240
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 1-2=48, 24=48, 4-5=48, 6-23=-214,
11-23=-295, 12-20=-13, 4-6=48
Concentrated Loads (lb)
Vert: 18=-10352, 7=-9755, 24=-1043
40-00.00
PLY ORDER CONNECTI
USE NAILING SCHEDULE ON TRUSS DRAWI
IN LIEU OF BOLTS SPECIFIED FOR THE TOF
USE (50) SDW22638 SCREWS. (RIND ROWS
SEE DETAIL IN FLOOR PACKET
rn
rn rn
rn
b
U
U z d d rn m z m m 4
b z rn
r
z N
z OJ r
cn m z
A
0)
0
D
D
l' I
O
1x
y
c0
z
O
D
1
c:
a D
m Z
T T
m
N
lJ
C
D
O
z
Z
m
r'
O
OO0
cn
0
c
D
D T -:g u
v
rn
T
m
m
Z Z
rn m
m 0
m
T
O
O
A
D
O
m
v Cn o W o
l V W W
u;;a
m m
m
cn N
rn M
SIGN RESIDENCE F(
QMI HOME
4479 86TH STREI
LOT 12 — BLOC
EDMONSON RI
MONTICELLO., MIN
R: COPYRIGHT NOTICE
THIS ARCHITECTURAL PLAN SET AND THE DESIGN ELEMENTS REPRESENTED ON
EACH INDIVIDUAL PAGE INCLUDING BUT NOT LIMITED TO; FLOOR PLAN AND
ELEVATION DESIGN, DETAILS, INFORMATION, AND CONCEPTS IS PROPRIETARY
AND DEVELOPED FOR THE EXCLUSIVE USE OF JP BROOKS INC.
rn
NE
USE AND/OR REPRODUCTION OF ANY PORTION OF THIS PLAN SET IN ANY
FORM IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN PERMISSION OF JPTyBROOKS. VIOLATION WILL BE SUBJECT TO ALL APPLICABLE COPYRIGHT LAWS.
04 r C
BUILDING CODE AND DESIGN DISCLAIMER GE
THE
HOME PLAN REPRESENTED IN THIS PLAN SET HAS BEEN DESIGN TO COMPLY WITH
WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2020 D
ENERGY CONSERVATION CODE (IECC). THE DESIGN OF THIS HOME
PLAN IS DRAWN AS ACCURATELY AS POSSIBLE, HOWEVER, FINAL NESOTA
CONSTRUCTION MAY DIFFER SLIGHTLY FROM PLANS DUE TO STRUCTURAL ADJUSTMENTS,
FIELD CONDITIONS, OR OTHER DESIGN CONSIDERATIONS. J
C
m
O rn
m N
O.
M M r- w
W fn
O Z
Cn
m
v Z-
o Z m i1
O o
v • M oo O
off. O DoAcn
N U' - A O
1
4479 86th Street NE
CITY OF Lot 12 Block 4 - Edmonson Ridge
Monticello
BUILDING SAFETY Builder: J.P. Brooks Builders
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 corners and
high 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.
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.
Erosion control *Must be installed prior to starting construction and maintained to be compliant with
City requirements and project SWPPP. 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).
N/A Show individual significant trees 36" DBH (Diameter Breast Height)or larger
N/A 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 buildin footprint (natural drainage or piped to
curb). Show any Drain Tile installed in the yard. 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.
NO EXCAVATION OR CONSTRUCTION CAN BEGIN UNTIL THIS PLAN IS APPROVED BY
THE LOCAL BUILDING INSPECTON
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. SANITARY STUB INVERT=957.3± PER PLAN.
PROPOSED HOUSE ELEVATIONS
Top of Foundation Elev = 968.4
Garage Floor Elev = 968.1
ELEV PER GRADING PLAN
Plans by Alliant.
Garage Floor Elev = 968.1
Lowest Floor Elevation = 961.1
Rear Elevation = 965.1
L - Lookout
SOD AREA:
Full Yard = 7,779± S.F.
30' Behind House = 2,985± S.F.
REFERENCE BENCHMARK:
Rim of sanitary manhole on 86th St. NE
near West plat boundary.
Elevation = 957.15 feet (Plat Datum)
PROPOSED IMPERVIOUS SURFACES
Total lot Area = 10,376± S.F.
House/Stoop Area = 1,840± S.F.
Driveway/Walk Area = 749 S.F.
Total Impervious Area = 2,589± S.F. (25.0%)
Certificate of Survey
For
JP Brooks Builders
Lot 12, Block 4, EDMONSON RIDGE
City of Monticello, Wright County, Minnesota
Address: 4479 86th Street NE, Monticello, MN 55362
DRIVEWAY AREA TO STREET:
846± S.F. (Excluding Sidewalk) PROPOSED DING SURVEY
ZONING
SETBACKS P.U.D.
OFFSETS
OS#1 = 967.46 (B ApprOV6d Date 7/16/202625' Front *Additional Compaction HOUSE TYPE OS#2 = 966.53
7' Side
30' Rear testing will be required Slab On Grade OS#3 = 965.74
OS#4 = 966.50
20' Side Street
The Sylvia)
IPY" SCS
44110 ' I S`° I I o L ws ;
RIM=956.43 ; I ;`,;;I I I;`,; ; i I;`.; I X I 0tO 1
ham. s x9s i , 'o ,`' I , I 96s X A I
X0 ^ \\ a \ 11 + 958.8 I X962O i I X h0 ° I oo I k
j " ` a i 960.6 X,
o,` °`
O X I PID: 155 264 004110 xlXXI1 X X , 9565
x
96' I \\ i j I I I I House#4489 t
e ` 12 f 95 (Under
I °
OD: 155-264-004030 ` I b T- I i tII0I
1 Construction)
o /-,,,-
x
os#3
I u-----
E957.2 phi 965.74phi' ro \ OS#4 A t "'
S x a/ 8 23'10"E 192.73 % 6S - `
I ` 7 o ' ° 00
9
0966.50 ct rn FIPY2" in Post >7 2z' ^
119.3
I (
c;? ,, _ _
6 , 6 48r' r--------- .:----...... ------------' s i -- _00 9Gs 2%_ '%% 2% 25.37 'r rOy
s D12 / I............r......................r..- ..- ::--.- .-6.1. --------967.9 --- 9-
K ir<i
4411
I ..%1y. o)
3C)
i
I X ° <oroi% 5/° 96S9 i 36.00- o '
1 .13/° PHouseoI^
25112O[SZS I /
1 I 5#4479® ISj+
g651 0 I Iro AiCS-- ws wsl
X I ro oX e o,O°
I I I.00 I < ( 39.4 0
I 960.2- rn ' s raq c' rvl I II Proposed I d°- ro ' >' X I +965.2 r o
p g 00Xi i 6LJ v LJD:155264-004 2 0,o Driveway 10tK 966 Lo
PID:155 264-004020 rn , / X 5 m q0 co6.4% Pi %o' v S83I - / b 1 ` k (
Area: 10,376± S.F.°ol dd LL+ aoi
0
I(0.24 AC.)I+J N `P6`s -+XI ,%t o 3.
96'965ol 1.00 4-rn5%
IIOO 12I / - 1 1 -- 7-11(;r ------------------------/ ++ \
4`X - IPY,------ - --- - ----
I46.
00 16.3 2
44110\
118.21 \ 0 966oI 3%3%_ , -o 96
8 9 '- 0 ° / --- 48.
00 - I - - 25.37 S88°
2310"E 191.58 i0%% / '
IPY" CP
OS #2 0to oco _ o ra1Q%;-
l 44110 966.53 X I
I
1
0 PID:
155 264-004010 X
X /
X0 I 964.8 Xo
Drainage
and Utility Easements are shown thus: PID:155 264-004134 xisting
House 4465
1 12
12 I
N.T.S. I 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 plat, unless otherwise shown. B
1
6j T 96746_
11 0° 14411
0
1
I - t
tt
9671 i a
I
ws °
wS I
1
j
SIQ I
I `
DRAWN
BY' DATE WIDSETH
JR CHECKED
BY. ARCHFTECTS •
ENGINEERS • SCIENTISTS SURVEYORS CAW 0
20' 40' SCALE
IN FEET oo]
TV
LEGEND
PROPOSED
ELEVATION PROPOSED
DRAINAGE ARROWS STAKED
LATH STAKED
HUB TV
PEDESTAL T
TELECOM PEDESTAL E
ELECTRIC PEDESTAL S®
El
WCS
A
A -
d -
SANITARY
SERVICE STORM
SEWER CATCH BASIN CURB
STOP BITUMINOUS
SURFACE CONCRETE
SURFACE 1234-----
CONTOURS (PER PLAN) EASEMENT
LINE ADJOINING
LOT LINE BOUNDARY
LINE SETBACK
LINE STORM
SEWER GRAVITY MAIN PER
PLAN) WATER
MAIN LINE (PER PLAN) Ws
WATER SERVICE LINE (PER PLAN) SANITARY
GRAVITY MAIN PER
PLAN) ss
SANITARY SERVICE LINE (PER PLAN) 0
O CHAINLINK FENCE AMENDMENT
DESC PREPARED FOR: JP Brooks Builders I PROJECT #: 2026-11 I
HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
AND THAT I AMA DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, ._-