2024-02707CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 FAX: (763) 295-4404
ADDRESS : 4532 86TH ST NE
PIN ; 155264003090
LEGAL DESC : EDMONSON RIDGE
LOT 009 BLOCK 003
PERMIT TYPE BUILDING
PROPERTY TYPE SINGLE FAMILY -DETACHED
CONSTRUCTION TYPE : NEW CONSTRUCTION
VALUATION : 307,361.46
NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME:
0 SQ FT FINISHED BASEMENT
0 SQ FT UNFINISHED BASEMENT
1,948 SQ FT FINISHED MAIN FLOOR
42 SQ FT OPEN PORCH
534 SQ FT GARAGE
FIREPLACE: YES
A/C: YES
MECHANICAL: 10
PLUMBING: 14
WATER METER I (MAIN) 1.00 SAC UNITS
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 signs will be repaired at my expense.
Applicant
Date
Bldg Official Date
2 0 2 4- 0 2 7 0 7*
DATE ISSUED: 12/09/2024
Permit #: 2024-02707
1.00
BUILDING PERMIT FEE 2,288.90
PLAN REVIEW 1,487.79
STATE SURCHARGE, BLDG VAL 153.68
SAC FEE 30% 1,407.60
SAC FEE 70% 3,284.40
WATER ACCESS CHARGE, RESI 2,090.00
COMB CONNECTION FEE / RESI 130.00
SEWER / WATER EXCAVATION PERMIT 130.00
CONTRACTOR LICENSE VERIFICATION FEE 5.00
ASSESSMENT SEARCH FEE 50.00
UTILITY LOCATE FEE, RESI 50.00
WATER METER 1 (MAIN) 412.00
MN STATE SALES TAX (MTR1) 30.39
TOTAL 11,519.76
Payment(s)
CHECK 22001 11,519.76
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY Of
V C 201 -7/0MonticefloI: z
tiUILL)ING SAFs I PERMIT
ETY # i
I 0 !' 2 9024 it 505
WALNUT STREET, SUITE 1 MONTIC LW, MN 55362 j City
Hall (763) 295-2711 Building Inspections (763) 2.95-306 Fax (763) 295-4404 BUILDING
PERMIT APPLICATION Please
Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. SITE
ADDRESS: L4J 0 a lU `n 5rV_
z2;;+ N r,, ZONED LEGAL: Lot
Block Plat 56 (oLi 0(x__2A7)q1 y 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 Eng./Architect
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 T oe
of Work Type of Construction Building Information New X
Single Family Use of building " " ,CAWCSL Addition Duplex
of stories Alteration Multi -
Family Floor area sq. ft. Ic1 v1g Repair Commercial
Estimated value Move Industrial
of construction $ 0 Other Other
D scription
of work: 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. SEE BACK
FOR PLUMBING AND MECHANICAL
INFO. Applicant Sig
ture Application Date ll i,
7
APPLICANT: Please show fixtures that are applicahle.
Fire Suppression : (if'applicable) Plumbing: (if applicable) Mechanical. (if applicable)
No. Fixture Tvne No. Fixture Tvpe No. Fixture Tvpe
Sprinkler Heads Water Closet (toilet) i Furnace
Other /Special FS Device Bathtub 1 Gas Meter
Lavatory (wash basin) Range Hood
i Shower 1 Gas Range
Kitchen Sink Water Heater
Dishwasher 1 Air Conditioning
1 Laundry Tub Mech. Fireplace
1 Clothes Washer Bathroom(s) Exhaust Fan
Fire Alarm: (if applicable) I Water Heater Air Exchanger
Urinal jam_ Dryer
No. Fixture Tvpe Drinking Fountain Gas Opening w/o Fixture
Floor Drain
Slop SinkofDevices
Other Outside Faucet (Dave%je)
Future Owner Information:
Naive:
Address:
q TOTAL TOTAL
FOR CITY USE ONLY
Tree Ordinance Handout Yes No
Other Handouts Yes No
City: ADDITIONAL INFORMATION:
Valuation: i 7, 3 e, t • ,Y6
State: Zip: Construction Type: 1'3
Occupancy Group: r lze-
Phone #: Division: tl.0'Sr„ic
Square Footage: 1, } l8..fr- ev •,c-
of Stories: n n /(Z h !c r
of Residential Units: A
Maximum Occupancy: At4
Fire Sprinklers: Yes $d No
Off -Street Parking Covered: Z
Off -Street Parking Uncovered: Z
Building Official ' G""[%n3/
BPT: / /
CITYC7F-
Monticello
Address:
Legal:
New Residence:
Permit Applicant:
Crawl Space
Unfinished Basement Area
Finished Basement Area
2024 Residential Buildina Permit Calculator
4532 86th Street NE, Monticello MN
Lot 09 Block 03 Edmonson Ridge Addn
1 = Yes 0 = No
I House Type: Rambler, Slab On Grade
1 =Yes O=No I =Yes O=No
Contractor: 1 Plan Review: I
Owner: 0 Master Plan: 0
Master Plan Review = 25% offtildinz Permit Fee)
0 15.27
1,948 16.50 32,142.00
0 44.05
Main/First Floor Area 1,948 125.00 243,500.00
Second Floor Area 0 115.00
Detached Garage 0 60.00
Attached Garage 534 47.33 25,274.22
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) 42 36.97 1,552.74
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 1 4,892.50 4,892.50
Fireplace - Masonry 0 22, 660.00
Elevator/Lift/Other 0
CALCULATED BUILDING VALUATION $ 307,361.46
1 = Yes 0 = No
Water Hook-up 1
Sanitary Sewer Hook-uD 1
FEES:
BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% 2,288.06
PLAN CHECK 1,487.24
CONTRACTOR LICENSE VERIFICATION 5.00
STATE SURCHARGE 153.68
SUBTOTAL 3,933.98
SEWER FEE [SAC] 4,692.00
WATER FEE ]WAC] 2,090.00
WATER / SEWER CONNECTION FEE 130.00
SEWER/WATER EXCAVATION PERMIT FEE 130.00
ASSESSMENT SEARCH 50.00
UTILITY LOCATES 50.00
5/8" WATER METER & SALES TAX 442.69
SUBTOTAL 7584.69
TOTAL FEES CALCULATED
Escrow Amount - (Winter Only)
11,518.67
TOTAL AMOUNT TO BE PAID TO CITY $ 119518.67
CITV OF
A Monticello BUILDING
SAFETY WIN
RESIDENTIAL
PLANS EXAMINING REPORT 505
Walnut Street, Suite 1 MONTICELLO,
MN 55362 Date:
l L - 3 '- 2-1oW City
Hall (763) 295-2711 Building
Inspections (763) 295-3060 JP
Brooks 4532
86th Street NE Contractor:
JP Brooks 13
700 Reimer Drive Maple
Grove, MN 55311 Telephone:
763-285-4790 BASIC
PROJECT DESCRIPTION: SOG
with gas fireplace and luxury
suite 1,
948 Sq ft Finished 1
Page
Bldg Building, Mechanical & Plumbing Ron Hackenmueller— Chief Building Official
Ron.Hackenmueller(a ci.nionticello.mn.us
Bob Ferguson— Inspector / Fire Inspector
Bob.Fer u son(a.ci.monticello.mn.us
Wayne Kalla — Inspector/ Plan Reviewer
Wayne.Kalla(a,ci.monticello.nin.us
Mark Gerber — Inspector / Plan Reviewer
Mark.Gerber(a ci.monticello.mn.us
Amy Biren — Building Permit Technician
bu i ldinizdenartment(aci.monticello.mn.us
review Electrical Bill Husom — Electrical Inspector
outside
of city Permits I Minnesota Department of Labor and Industry
mn. ov
910 — 18th St SE, Buffalo, MN 55313
CDD Land Use/Site Design/Landscaping Angela Schumann — Community Development Director
Angela. Schumann(aci.monticello.mn.us
Ron Hackenmueller— Zoning Administrator
Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer
PW Utilities Matt.Leonar&( ci.monticello.mn.us
Ryan Melhouse — Project Engineer
Rvan.Melhouse(a,ci.monticello.mn.us
Mario Frucci — Engineering Technician
Mario. Frucci(a,ci.monticello.mn.us
Mat Stang - Water & Sewer Superintendent
Mat. StanizAci.monticello.mn.us
763) 271-3253
763) 271-3214
763) 314 -0908
763) 271-3222
763) 295-3060
612)490-0488
Office Hrs: 7-8:30am
763) 271-3224
763) 271-3253
763)-271-3271
763) 271-3227
763) 271-3213
763)271-3274
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
the Building Plans and Specifications.
2 1 Page
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
2
bldg 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.
4
bldg 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
6
Bldg 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
N 1101.8)
bldg MN Statute Carbon monoxide detectors must be installed in accordance \vith MN 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 0 2020 MN Residential Code
9
note
M R 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 hhk
hl.
20
h
21
h/d
22
hld,,
hld
23
24
25
26
hld
27
28
29
30
31
32
33
34
35
36
37
hlcl• I
hld r
hlrh
h /d
blcl,,
bldg
bldg
bldg
bldg
CODE
SECTION
COMMENTS
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 651-454-0002
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
i" 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, 1 anchor within V 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 Page
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution I
Date Certificate Posi
panel.
Place yourMailingAddressoftheDwellingorDwellingUttCity
D ' Yost-- MCA v1 I (A 0 logo here
Name of Residential Contractor MN License Number
JP Brooks Builders BC 686554
THERMAL ENVELOPE
CITY pF .. _-_... .. _
Monticello
991LOtNG SAFETY
APPROVED FILE COPY
e REVIEWED FOR CODE COMPLIANCE
SUBJECT TO FIELD INSPECTION
Date:__ - - P.- -4
Insulation 11ocationre:
Below Entire Slab
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (1st Floor)
Rim Joist (2nd Floor+)
Wall
Ceiling, flat
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Describe other insulated areas
Building envelope airtightness:
Windows & Doors
Average U-Factor (excludes skylights and one door) U: 12828
ffiSolarHeatGainCoecient (SHGC):
MECHANICAL SYSTEMS
Appliances Heating System
Fuel Type Nat. Gas
Manufacturer I Bryant
Model 915SBO4206OE17
0
a a
M
NA
R-15
R-15
R-30
R-30
R-21
R-48
R-48
R-30
NA
RADON CONTROL SYSTEM
Type: Check All That Apply E Passive (No Fan)
Active (With fan and monometer
a)
U C cu
Q 3 n U
o
Q m m
O cno Z
CU N U 0
CD 0) E c
m 0 M o
Z
U_li ti m
or other system monitoring device) y
U)
Location (or future location) of Fan: 72
Co
a Attic O
U
a a) 0
3
c
m c CL
IL X O O
m w 14 E
o
c LL
2 i2 m
it
Other Please Describe Here Poly
Barrier 4ExteriorandInteriorasdictatedby code Interior
of foundation wall Duct
system air tightness: I NA Heating
or Cooling Ducts Outside Conditioned Spaces Not
applicable, all ducts located in conditioned space R-
value Domestic
Water Heater
Nat.
Gas Richmond
Input
in Capacity Rating
or Size I BTUS: 60,000 Iin Gallons: 150 AFUE
or Efficiency
I HSPF% 96.2 190 Heating
Loss Heating Gain Residential
Load Calculati 7
LION a45 I
MECHANICAL VENTILATION SYSTEM I
Make-up Air Select a Type Cooling
System Not
required per mech. code Elect.
I F ] IBryant
Flowered BA013NR0306NG
F]Describe: Interlocked
with exhaust device. output
2.0 111-11 Other, describe: in
Tons: SEER
13
I Location of duct or system: EER
Cooling
Load I Ll
C I Cfm's round
duct OR metal
duct Describe
any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source
heat pump with gas back-up furnace): Select
Type Heat
Recover Ventilator (HRV) Capacity in cfms: Low: (High: Energy
Recover Ventilator (ERV) Capacity in cfms: Low: I90 High: 1130 nBalanced
Ventilation capacity in cfms: Location
of fan(s), describe: IBathrooms and Laundry Capacity
continuous ventilation rate in cfms: 90 -130 Total
ventilation (intermittent + continuous) rate in cfms: 1270 Combustion
Air Select a Type Not
required per mech. code Passive
Other,
describe: Location
of duct or system: Mechanical
Room I
Cfm's s "
round duct OR I"
metal duct Builders
Associaton of Minnesota version 101014
Recher HVAC
HVAC Load Calculations
for
4532 86th Street NE
Prepared By:
Tuesday, October 8, 2024
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.
Rvahvahc - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
L P1Y_M%& _MN-_55441 _ _. Page 2 '
Project Report
General Project Information
Project Title: Recher HVAC
Project Date: Tuesday, October 8, 2024
Client Name- 4532 86th Street NE
Design 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 Grains
Dry Bulb Wet Bulb Rel.Hurn Bel.Hum Dry Bulb Difference
Winter: -15 -15 n/a n/a 72 n/a
Summer: 88 71 44% 50% 75 24
Total Building Supply CFM: 649 CFM Per Square ft.: 0.333
Square ft. of Room Area: 1,948 Square ft. Per Ton: 1,363
Volume (ft'): 17,531
I_ Building Loads -- -
Total Heating Required Including Ventilation Air: 40,245 Btuh 40.245 MBH
Total Sensible Gain: 14,325 Btuh 84 %
Total Latent Gain- 2,824 Btuh 16 %
Total Cooling Required Including Ventilation Air: 17,149 Btuh 1.43 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.
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plvmouth, MN 55441
Miscellaneous Report
System 1 House
Input Data --
Winter:
Summer -
Duct Sizing Inputs
Calculate:
Use Schedule. -
Roughness Factor
Pressure Drop:
Minimum Velocity:
Maximum Velocity
Minimum Height:
Maximum Height:
Outside Air Data
Infiltration Specified:
Infiltration Actual:
Above Grade Volume
Total Building Infiltration:
Total Building Ventilation:
Elite Software Development, Inc.
Recher HVAC
Page 3
Outdoor Outdoor Outdoor Indoor Indoor Grains 1
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Drv_ Bulb Difference
15 15 100% n/a 72 n/a
88 71 44% 50% 75 23.51
Main Trunk
Yes
Yes
0.00300
0.1000 in.wg./100 ft.
0 ft./min
900 ft./min
0 in.
0 in.
Winter
0.380 AC/hr
111 CFM
0.380 AC/hr
X 17,531 Cu.ft.
6,662 Cu.ft./hr
X 0.0167
111 CFM
85 CFM
Runouts
Yes
Yes
0.01000
0.1000 in.wg./100 ft.
0 ft./min
750 ft./min
0 in.
0 in.
Summer
0.200 AC/hr
58 CFM
0.200 AC/hr
X 17,531 Cu.ft.
X 0.0167
3,506 Cu.ft./hr
58 CFM
85 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.- 0.380 AC/hr (111 CFM), Construction: Average
Summer Infiltration Specified: 0.200 AC/hr (58 CFM), Construction: Average
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\--UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Elite Software Development, Inc.
Recher HVAC
Plymouth. MN 55441 Page
Load Preview Report
Net ft.' Sen Lat Net Sen;
Sys;
Htg
Sys
Cig
Sys
Act Duct
Scope Ton rronI Area Gain Gain Gain Lossl CFM! CFMI CFM Size
Building 1.43 1,363 1,948 14,325 2,824 17,149 40,245 496 649 649
Svstem 1 1.43 1,363 1,948 14,325 2,824 17,149 40,245 496 649 649 1Ox1
Ventilation 472 1,318 1,790 3,157
Zone 1 1,948 13,853 1,506 15,359 37,088 496 649 649 1Ox1
1-Main Level 1,948 13,853 1,506 15,359 37,088 496 649 649 6—
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\—UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential S Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recker HVAC
Plvmouth. MN 55441 Paae 5
Duct Size Preview
Room or 'Source
I Minimum Maximurrj Rough] Design SP Duct Duct' Htg Clg Act. , Duct
Duct Name ! _ Velocity Velocitq Factor' L/10d Loss Velocity Lengtl j Flaw FIQw _ FIQw Size
Svstem 1
Supply Runouts
Zone 1
1-Main Level Built -In 0 750 0.01 0.1 404.7 496= 649 6-7
Other Ducts in System 1
Supply Main Trunk Built -In 0 900 0.003 0.1 718.9 496=, 649 10x1
Summary
System 1
Heatina Flow: 496
Coolina Flow: 649
auerfiiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTL0.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth. MN 55441
Total Buildin-g Summary Loads
Component ------------ ---- ---
Description_ __ __-
Marvin: Glazing -Marvin, U-value 0.34, SHGC 0.32
11 P: Door -Metal - Polyurethane Core, U-value 0.29
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
1613-50: Roof/Ceiling-Under Attic with Insulation on Attic
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
covers slab edge, turns under slab and extends 4'
horizontally, any floor cover, R-10 insulation, passive,
heavv dry or light wet soil, U-value 0.343
Subtotals for structure:
People:
Equipment:
Lighting:
Ductwork:
Infiltration: Winter CFM: 111, Summer CFM: 58
Ventilation: Winter CFM: 85, Summer CFM: 85
Exhaust: Winter CFM: 85, Summer CFM: 85
AED Excursion:
Total Building Load Totals:
Area Sen
uan ---- Loss -
221 6,540
42 1,060
1663 9,404
1947.9 3,389
214 6,386
26,779
3
0
0
10,309
3,157
0
40,245
Elite Software Development, Inc.
Recher HVAC
Pa
Lat Sen Total
Gain ---- Gam G
0 6,048 6,048
0 292 292
0 1,438 1,438
0 1,870 1,870
0 0 0
0 9,648
600 690
0 1,200
0
0 0
906 811
1,318 472
0 1,504
2,824 14,325
9,648
1,290
1,200
0
0
1,717
1,790
1.504
17,149
c-he-Ck Figures
Total Building Supply CFM: 649 CFM Per Square ft.: 0.333
Square ft. of Room Area: 1,948 Square ft. Per Ton: 1,363
Volume (ft3): 17,531
Building Loads - ------__-- -
Total Heating Required Including Ventilation Air: 40,245 Btuh 40.245 MBH
Total Sensible Gain: 14,325 Btuh 84 %
Total Latent Gain: 2,824 Btuh 16 %
Total Cooling Required Including Ventilation Air: 17,149 Btuh 1.43 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.
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential & Light Commercial HVAC Loads
Auer Steel (Plymouth) '
PI m uth. MN 55441
Buildinq Pie Chart
Floor 16%
Roof 8%
Wall 23%
Roof 11 %
Wall 8%
Glass 35%
Ventilation 8%
Elite Software Development, Inc.
Recher HVAC
Page 7_
Infiltration 26%
Door 3%
Glass 16%
AED Excursion 9%
Ventilation 10%
Infiltration 10%
Equipment 7%
People 8%
Door 2%
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLOA9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth) Recher HVAC
Plvmouth. MN 55441 Paae 8
Detailed Room Loads - Room 1 - Main Level (Average Load Procedure)
G neral
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 44.3 ft. System Number: 1
Room Width: 44.0 ft. Zone Number: 1
Area: 1,947.9 sq.ft. Supply Air: 649 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr
Volume: 17,531 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 6 Actual Winter Vent.: 85 CFM
Runout Air: 108 CFM Percent of Supply.: 13 %
Runout Duct Size: 7 in. Actual Summer Vent.: 85 CFM
Runout Air Velocity: 405 ft./min. Percent of Supply: 13 %
Runout Air Velocity: 405 ft./min. Actual Winter Infil.: 111 CFM
Actual Loss: 0.083 in.wg./100 ft. Actual Summer Infil.: 58 CFM
Item Area U- Htg Sen Cig Lat Sen
Description Quantity Value HTM _ Loss HTM Gain Gain
E -Wall-12F-Osw 40 X 9 288 0.065 5.7 1,629 0.9 0 249
S -Wall-12F-Osw 67 X 9 599 0.065 5.7 3,387 0.9 0 518
W -Wall-12F-Osw 40 X 9 235 0.065 5.7 1,329 0.9 0 203
N -Wall-12F-Osw 67 X 9 541 0.065 5.7 3,059 0.9 0 468
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-Marvin shgc-0.32 0%S (2) 30 0.340 29.6 888 34.3 0 1,030
S -GIs-Marvin shgc-0.32 0%S 4 0.340 29.6 118 19.0 0 76
W -GIs-Marvin shgc-0.32 0%S (3) 45 0.340 29.6 1,332 34.3 0 1,545
W -GIs-Marvin shgc-0.32 0%S (2) 35 0.340 29.6 1,036 34.3 0 1,202
W -GIs-Marvin shgc-0.32 0%S (2) 25 0.340 29.6 740 34.3 0 858
W -GIs-Marvin shgc-0.32 0%S 20 0.340 29.6 592 34.4 0 687
N -GIs-Marvin shgc-0.32 100%S 20 0.340 29.6 592 10.5 0 210
N -GIs-Marvin shgc-0.32 100%S 42 0.340 29.6 1,242 10.5 0 440
UP-Ceil-16B-50 44.3 X 44 1947.9 0.020 1.7 3,389 1.0 0 1,870
Floor-22D-10pm_214 ft..Per. - -_ 21.4.- 0.343 29.8 _ 6,386 0 0. __ 0 0
Subtotals for Structure: 26,779 0 9,648
Infil.: Win.: 111.0, Sum.: 58.4 1,926 5.353 10,309 0.421 906 811
AED Excursion: 1,504
People: 200 lat/per, 230 sen/per: 3 600 690
Equipment- 0 1,200
Room Totals: 37,088 1,506 13,853
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
Rhvac - Residential 8 Light Commercial HVAC Loads
Auer Steel (Plymouth)
Plymouth, MN 55441
Svstem 1 Room Load Summary
Htg Min Run
RoomArea Sens Htg Duct
No Name _ _ ---- - SF-_--
1---
Btuh _—_ _ CFM Size-_
Zone
1 Main Level 1,948 37,088 496 6-7
Ventilation 3,157
Svstem 1 total 1,948 40,245 496
System 1 Main Trunk Size: 10x13 in.
Velocity: 719 ft./min
Loss per 100 ft.: 0.097 in.wg
Elite Software Development, Inc.
Recher HVAC
e 9
Run Clg Clg Min Act l
Duct Sens Lat CI9 SysY
Vel Btuh Btuh CFM CFM
405 13,853 1,506 649 649
472 1,318
14,325 2,824 649 649
L(ooling System_ Summary_
Cooling Sensible/Latent Sensible Latent TotallTons- -- - Split- -- - -Btuh - - ----_Btuh- - -- Btuh
Net Required: 1.43 84% / 16% 14,325 2,824 17,149
Equipment Data
Type:
Model:
Indoor Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity:
Latent Capacity:
Heating System Cooling System
Natural Gas Furnace Standard Air Conditioner
0 AFUE
0
0 Btuh
n/a
n/a
0 SEER
0
0 Btuh
0 Btuh
0 Btuh
auerfiles\FILES\Hydronics\Load Calcs\Load Calcs (Program)\-UNTTLO.rh9 Tuesday, October 8, 2024, 3:45 PM
CITY OF
Monti do
BUILDING SAFETY
4532 86th St NE
Lot 3 Block 9 - Edmonson Ridge
Builder: JP 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:
I.,/ 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
hiqh points.
Proposed and as -built elevations of garage slab and lowest floor on walkouts.
To of curb elevation at the extension of property lines and center of driveway *
Show on final
p p p y y- as -built
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. *P
eed 1
d driveway slope not to
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.
S/ 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.---* *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.
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lPS'21, ---
47466
1:..I
Pr(
Pr,
o I 965j
Proposed House I 966'0
647 14548
I X65.
2
grPerDevPlan9I BPAJobNo. 14 S
I (22-0259.15) I I
I
P/
D: 155-264-003100 L
0
A6A
6 OS,f2 9rO P
965.
57 D%
r
910 `'63-- 965.N 0e0 39w E\\ l 92 i `\ w g65
5 sST , 9651 34.
81 b 2*- 67.00 2x-g65.4 _?X
2X - 97.11 965.E N -_ ------ ;-
Sgc--\ 9
967.3 147.
6I 67.00 965 3 5X y 6.8 3 ro(1 J2
b ropos
965.3 ° a $ 64.
2 vewoy Propos d op 964.
9 lOX 5 Garage g 45.
5 Proposed rn LJ N X House
P/D /55-264-003090 B £ 1
to 14532 X Area: ll, 972Y- S.F. E o /
2.
00 5 y . (
0.27% Ac.) fi >
m n
966
12 7 1
5 65
4 0 55. 00 12.00 - c p.+
12 9h - ----- x
c
o o _ - - - 96s r j96T2-94.40- 65.6 `O 96q.9 23.
16.,,,c 2a 67.00 2X 'S l \ l •Q
96
I
D
LL11'
K' N -
06 " E 09
965.42 Q 1 h OS13
p,
965.75 I
hrn
644 \\
X9r I X5.
4 9
g65.6 .. 965.4 965 8 a P/
D: 155-264-00308;;0 0i I IP
Ss" Cop
Rem JP •
1
r`
44110 PROXCT
BENCHMARK: Top
of hub w/tack at most NW'ly building
corner offset Elevation -
965.60 feet (Plat Datum) Drainage
and Utility Easements are OFFSETS
OS,}'#
1=9965..60(BM) shown
thus: L-
6 OS12=
965.57 OSfJ=
965.75 6
F- OS#4=965.42 12
I 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 plat, unless otherwise shown. SETRAC`
K_ S HOUSE TYPE 25'
Front Slab on Grade/Garage left 7'
Side "The Waterford" 30'
Rear Z01VING 20'
Side Street P.U.D. QMvFwAY
AREA TO STREET: 650%
S.F. (Excluding sidewalk) SOD
AREA: Full
Yard - 9.105% S.F. 30'
Behhd House - 5,029% SF. Total
lot Area = 11,972Y S.F. House
Area - 2,524Y- SF. DrlvnwgyAfa/
k Area = 701 SFF, Total
Impervious Area = 3,225% SF. (26.9X) ELEV
PER GRADING PLAN Plans
by Alliant. Garage
Floor E/ev - 968.0 Lowest
Floor Elevation - 96LO Rear
Elevation - 968.0 RAM -
Rambler REFERENCE
BENCHMARK: Rim
of sanitary manhole on 86th St. NE
near West plot boundary. Devotion -
957.15 feet (-"lot Datum) PROPOSED
HOUSE ELEVATIONS Top
of House Foundation Elev = 967.8 Garage
Floor Elev = 967.5 SHEET
NO. I
Certificate of Survey BOGART, PEDERSON JP
Brooks Builders & ASSOCIATES, INC. L9,
133, EDMONSON RIDGE LAND SURVEYING CIVIL
ENGINEERING DMAGWright
County, Minnesota 3076 IFIRST
STREET,
BECKER, MN 55308-9322 TEL: 763-
262-8822 FAX: 763-262-8844 55 55
Certificate
of
Survey for JP Brooks
Builders
Lot 9, Block
3, EDMONSON RIDGE City of Monticello,
Wright County, Minnesota Ad*ww 4532
86TH STREET ALE Mondbefl MN 55362 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. LEGEND: Denotes found
Iron
monument Denotes set loth
x 976.4
Denotes existing ground elevation 942. Denotes proposed
elevation f - Denotes proposed
drainage flow PROPOSED DING SURVEY ®
Denotes water service
per plan r ® Denotes sanitary
service per plan Appfoved Date 11 /
28/2024 • Denotes sanitary manhole Denotes catch basin
X 0 30'
SCALE:
1" = 30'
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 laws of the
State of Minnesota. Signed: Craig A.
Wensmann
Date: 10L_ LL24
Reg. No. 47466 H Denotes watervalve
LS 44110 Denotes
Peter Goers, LS LS 47466 Denotes
Craig A. Wensmann, LS IDenotes bituminous surface
Denotes gravel surface
Denotes easement 060
Denotes contour
per grading plan Denotes sanitary sewer
per plan Denotes waterline per
plan SBL - Denotes building
setback line Denotes existing adjolners
DATE: 10/24/
24 E DATE DESIGN
BY:
DRAWN
BY: CK
CHECKED BY:CAW
DWG FILE: L9
83 HS FILE NO.: 22-
0259.16 DESCRIPTION