4200 Summerbrooke Pl joi.”l ���
/51s43
y 151 r For Office Use
n ‘'sEAGA 11/,0 Permit# al I
:
j' 1 isj c Permit Fee: (0,-
�` Date Received: I
3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 E*(� »k/VE
651 675-5675 TDD: 651 454-8535 FAX:(651)675-56
( ) I ( ) DEC 13 2019 Staff: v_c)
buildinginspectionsCcilcitvofeagan.com
Ck\
2019 RESIDENTIAL BUIVY13114a2ERM APPLICATION tel
12-l2- 1� LI �x,�..#_by.6 ' P( �
Date: Site Address: L S PIA Unit#:
Name: I v tos^SI+. Arlie/ £ Phone: 612-Ela-1197
Resident/ gq 6 b
Owner Address/City/Zip: glt
Applicant is: Owner Contractor f7,D � 1A.r! M6-/e_kircK-6=
Type of Work Description of work: _,(L
Construction Cost: ,, Multi-Family Building: (Yes /No )
Company: 1 lir o%fii. a 114 4) .�'i�ilt Contact: 13�`la1
Contractor Address: 1114.6 W1I9{a-'°J ii1, City:LP t 41
State: I Zip: 5.5/13 Phone(>041o'�f `/ Email: WLR a Zf,O4f>`r 14 x/.A4,
License#: /317 Lead Certificate#:
If the project is exempt from lead certification, please explain why:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes )( No If yes,date and address of master plan:
�,I
Licensed Plumber: 7ijv - 1JYf L ).�t Phone: LSl-9sc_29 9-)
Mechanical Contractor r(a✓t ( / 4i.5 Phone: 7(1- Cyt-)/L
l
Sewer&Water Contractor: r�4k_,X tier/3.444.1 Phone: 6.5147 I-1&73
Fire Suppression Contractor Phone:
NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe
classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets.
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at www.citvofeaoan.com/subscribe.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.aooherstateonecall.orq
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this Is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval ofplans.
x ins. L x
Applicants Printed Name App rca9 nature
L-b-oc, s .... _,„. b,-...Le, et /-59s5-16 ;—
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family)
Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi)
_ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous
— 01 of_Plex _ Lower Level — Pool — Accessory Building
WORK TYPES
4 New _ Interior Improvement _ Siding _ Demolish Building" 1
Addition _ Move Building _ Reroof _ Demolish Interior
—
Alteration _ Fire Repair _ Windows _ Demolish Foundation
Replace _ Repair _ Egress Window _ Water Damage
—
Retaining Wall *Demolition of entire building—give PCA handout to applicant
DESCRIPTION (21i
Valuation .,1 Li Occupancy •: MCES System
Plan Review � Code Edition ,i,,, ',, 4 SAC Units
(25%_100'90\f„1) Zoning , 1 City Water
Census Code Stories _ Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction Width
REQUIRED INSPECTIONS
Footings(New Building) Meter Size:
Footings(Deck) _ Final/C.O. Required
Footings(Addition) Final/No C.O. Required
Foundation / Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood
Roof:__Ice&Water _Final Pool:_Footings _Air/Gas Tests Final
4 Framing 30 Minutes N. 1 Hour Drain Tile
Fireplace:4Rough In 4Air Test *Final Siding:_Stucco Lath A. Stone Lath Brick_EFIS
Insulation Windows
I Sheathing Retaining Wall:_Footings_Backfill_Final
Sheetrock 1t Radon Control
Fire Walls ✓ Fire Suppression:_Rough In_Final
'� Braced Walls �( Erosion Control
Shower Pan I� Other:
Reviewed By: / , Building Inspector
RESIDENTIAL FEES (� �scVL/BaseFee II/��y.� i UWP 7 o 7 / s 9
r
Surcharge
Plan Review 6-ng.
,!� � j ,. 3 ci zil!` °',5+ 2 -; 9;r 0
MCES SAC City SACvviikpl,) 1 i s' li r'��f f° 12 2 lq I1?t✓2
1
Utility Connection Charge I ,ij _( y lc, 73.4: 7Y(_ ) '),.
S8�W Permit i3�Surcharge ) frO
`' / ` 7 4v
Treatment Plant ,,,., 2, iI i I
Copies r %
TOTAL 1/ ! 17 Y51) 4 t 3
i
Z Page 2of3
( (it t '1x`32
/ ) f5 c —
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted
panel.
Mailing Address of the Dwelling or Dwelling Unit City ��°�
4200 Summerbrooke pl, Eagen a�`�" ' '
HEATING A AIR CONDITIONING
Name of Residential Contractor MN tiicense Number
Thorson Homes 4.1.317
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply 3( Passive(No Fan)
Active(With fan and monometer or other
Ncc system monitoring device)
a> g'
y Location(or future location)of Fan:
a
.p T
N a C = O co
o to. 3 U - m D- m
A O
a CO en 0 U y c
E .n 2 o
7 o z m co U p - w 8
Insulation Location th •, o `o
E E iu .o
0 m o a n o o rn o)
H F. z ii u u u_ f iY EE Other Please Describe Here
Below Entire Slab
Foundation Wall 10
Perimeter of Slab on Grade
Rim Joist(1st Floor) 20,9 )( /
Rim Joist(2nd Floor+) Zp,Iy X
Wall 700 )4"
Ceiling,flat 4Q X
Ceiling,vaulted 49 >C
Bay Windows or cantilevered areas X
Floors over unconditioned area k
Describe other insulated areas
Building envelope air tightness: Duct system air tightness:
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: .7-1 x Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): R-value R-8
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System X
Heater Not required per mech.code
Fuel Type NATURAL GAS J✓ R410A Passive
Manufacturer Carrier /�j0 itt,ii. Carrier Powered
59SC5A080 /5-z2 A`pa r, CA13NA036 Interlocked with exhaust device.
Model /V ` Describe:
Input in 80,000 Capacity Output 3 Other,describe:
Rating or Size BTUS: in Gallons: r'f 0 in Tons:
AFUE or 95% SEER 13 Location of duct or system:
Efficiency HSPF% /EER
Heating Loss Heating Gain Cooling Load
Residential Load Calculatit
63,615 34,590 2.88 Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech.code
Select Type X Passive
Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe:
X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 90 High: 180 Location of duct or system:
Balanced Ventilation capacity in cfms: MECHANICAL ROOM
Location of fan(s),describe: Cfm's
Capacity continuous ventilation rate in cfms: 6 "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: 5 "metal duct
Builders Associaton of Minnesota version 101014
4200 Summerbrooke Place, Eagen
2015 Mechanical & Energy Code —Ventilation, Makeup, and Combustion Air
Calculations
Ventilation Quantity
(Determine quantity by using Table R403.5.2 or Equation R403.5..2,2015 Minnesota Energy Code)
Square feet(Conditioned area including
Basement—finished or unfinished) 4004 180
Total required ventilation
Number of bedrooms 5 Continuous ventilation 90
Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1.
Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form.
The table and equation are below.
Table R403.5.2 2015 Minnesota Energy Code
Total and Continuous Ventilation Rates(in cfm)
Number of Bedrooms
1 2 3 4 5 6
Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/
sq.ft.) continuous continuous continuous continuous continuous continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 110/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/5 5 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108
5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113
Equation R403.5.2 2015 Minnesota Energy Code
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms+ 1)]=Total ventilation rate(cfm)
Example: (0.02 x 3000)+[15 x(3+ 1)] =Total ventilation rate = 120 cfm
Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total
ventilation rate average for each one-hour period according to the above table or equation. For heat recovery
ventilators (HRV)and energy recovery ventilators (ERV)the average hourly ventilation capacity must be
determined in consideration of any reduction of exhaust or outdoor air intake, or both, for defrost or other
equipment cycling.
Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be
provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation
system intended to be continuously may have automatic cycling controls providing the average flow rate for each
hour is met.
1
4200 Summerbrooke Place, Eagen
Directions-In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out(see below). For
most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically
vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup
air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to
Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid)
to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances.
Table 501.4.1, 2015 Minnesota Mechanical Code
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS
(Additional makeup air will be required for combustion appliances,see KAIR method for calculations)
One or multiple power One or multiple fan- One atmospherically Multiple
vent or direct vent assisted appliances vented gas or oil atmospherically
appliances or no and power vent or appliance or one solid vented gas or oil
combustion appliances direct vent appliances fuel appliance appliances or solid
fuel appliances
Column A Column B Column C Column D
1.Enter the Appropriate Column to Estimate House Infiltration
a)pressure factor 0.15 0.09 0.06 0.03
(cfm/sf)
b)conditioned floor area(sf) 4004
(including unfinished basements)
Estimated House Infiltration(cfm): 601
[la x lb]
2.Exhaust Capacity
a)clothes dryer(cfm) 135 135 135 135
b)80%of largest exhaust rating
(cfm);80 64
(not applicable if recirculating
system or if powered makeup air is
electrically interlocked and match to
exhaust)
c)80%of next largest exhaust
rating(cfm);50 40
(not applicable if recirculating
system or if powered makeup air is
electrically interlocked and matched
to exhaust)
Total Exhaust Capacity(cfm); 239
[2a+2b+2c]
3.Makeup Air Quantity(cfm)
a)total exhaust capacity(from 239
above)
b)estimated house infiltration(from 601
above)
Makeup Air Quantity(cfm);
[3a—3b] -362
(if value is negative,no makeup air
is needed)
4.For makeup Air Opening Sizing, NA
refer to Table 501.4.2
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion
appliances.(Power vent and direct vent appliances may be used.)
B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances
may also be included.)
C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid
fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are
atmospherically vented gas or oil appliances and solid fuel appliances.
Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of
exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air
rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled
to start and operate simultaneously with the exhaust system.
3
4200 Summerbrooke Place, Eagen
IFGC Appendix E,Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace,Boiler,and/or Water Heater in the Same Space)
Step 1:Complete vented combustion appliance information.
Furnace/Boiler:
_Draft Hood _ Fan Assisted X Direct Vent Input: 80,000 Btu/hr
(not fan-assisted &Power Vent
Water Heater:
_Draft Hood _X Fan Assisted _Direct Vent Input: 75.000 Btu/hr
(not fan-assisted) &Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1330 ft3
Step 3:Determine Air Changes per Hour(ACH)1
Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year
of construction or ACH is not known,use method 4a(Standard Method).
Step 4:Determine Required Volume for Combustion Air.
4a.Standard Method
Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75,000 Btu/hr
DIRECT VENT APPLIANCES)
Use Standard Method column in Table E-1 to find Total Required TRV: 5625 ft3
Volume(TRV)
If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is less than TRV then go to STEP 5.
4b.Known Air Infiltration Rate(KAIR)Method
Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr
(DO NOT COUNT DIRECT VENT APPLIANCES)
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3
Required Volume Fan Assisted(RVFA)
Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr
Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3
Required Volume Non-Fan-Assisted(RVNFA)
Total Required Volume(TRV)=RVFA+RVNFA TRV= + = ft3
If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is less than TRV then go to STEP 5.
Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from
Step 2)divided by TRV(from Step 4a or Step 4b)
Ratio= 1330 / 5625 = .24
Step 6:Calculate Reduction Factor(RF).
RF=1 minus Ratio Ratio RF=1- .24 = .76
Step 7:Calculate single outdoor opening as if all combustion air is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS Input: 75.000 Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CAOA):Total Btu/hr divided
by 3000 Btu/hr per in2 CAOA= 75,000 /3000 Btu/hr per in2= 25 in2
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .76 = 19
in2
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 4 Minimum CAOA= 4.92 in
1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section
G304.
Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E,Table
E-1, is referenced in the 2015 Minnesota Fuel Gas Code,these worksheets were not included in the published
copy.
5" Hard Pipe
6" Flex Pipe
5
4200 Summerbrooke Place, Eagen
IFGC Appendix E,Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace,Boiler,and/or Water Heater in the Same Space)
Step 1:Complete vented combustion appliance information.
Furnace/Boiler:
_Draft Hood _ Fan Assisted X Direct Vent Input: 80.000 Btu/hr
(not fan-assisted &Power Vent
Water Heater:
_Draft Hood _X Fan Assisted _Direct Vent Input: 75,000 Btu/hr
(not fan-assisted) &Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1330 ft3
Step 3:Determine Air Changes per Hour(ACH)1
Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year
of construction or ACH is not known,use method 4a(Standard Method).
Step 4:Determine Required Volume for Combustion Air.
4a.Standard Method
Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75,000 Btu/hr
DIRECT VENT APPLIANCES)
Use Standard Method column in Table E-1 to find Total Required TRV: 5625 ft3
Volume(TRV)
If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is less than TRV then go to STEP 5.
4b.Known Air Infiltration Rate(KAIR)Method
Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr
(DO NOT COUNT DIRECT VENT APPLIANCES)
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3
Required Volume Fan Assisted(RVFA)
Total Btu/hr input of all non-fan-assisted appliances Input Btu/hr
Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3
Required Volume Non-Fan-Assisted(RVNFA)
Total Required Volume(TRV)=RVFA+RVNFA TRV=_+_= ft3
If CAS Volume(from Step 2)Is greater than TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)1s less than TRV then go to STEP 5.
Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from
Step 2)divided by TRV(from Step 4a or Step 4b)
Ratio= 1330 / 5625 = .24
Step 6:Calculate Reduction Factor(RF).
RF=1 minus Ratio Ratio RF=1- .24 = .76
Step 7:Calculate single outdoor opening as if all combustion air is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS Input 75.000 Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CAOA):Total Btu/hr divided
by 3000 Btu/hr per in2 CAOA= 75,000 /3000 Btu/hr per in2= 25 in2
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .76 = 19
in2
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA= 4.92 in
1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section
G304.
Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E,Table
E-1, is referenced in the 2015 Minnesota Fuel Gas Code,these worksheets were not included in the published
copy.
5" Hard Pipe
6" Flex Pipe
5
4200 Summerbrooke Place Eagen.
HVAC Load Calculations
for
Thorson Homes
4"r1
RHVACRSSIDENTIAL
HVAC LOADS
Prepared By:
Josh Schindele
Flare Heating&Air Conditioning
9303 Plymouth Ave N
Golden Valley, MN 55427
763-542-1166
Thursday,December 12,2019
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.
Flare Heating&A/C Inc. 4200 Summerbrooke Place Eagen.
Golden Valley,MN 55427-3700 110 Page 2
Project Report
General Project Information
Project Title: 4200 Summerbrooke Place Eagen.
Designed By: Josh
Project Date: Friday, November 15, 2019
Client Name: Thorson Homes
Company Name: Flare Heating&Air Conditioning
Company Representative: Josh Schindele
Company Address: 9303 Plymouth Ave N
Company City: Golden Valley, MN 55427
Company Phone: 763-542-1166
Company Fax: 763-542-3101
Company E-Mail Address: jschindele@flareheating.com
Company Website: www.flareheating.com
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.Hum Rel.Hum Dry Bulb Difference
Winter: -16 -16.32 n/a n/a 72 n/a
Summer: 93 71 34% 50% 72 22
Check Figures
Total Building Supply CFM: 1,309 CFM Per Square ft.: 0.327
Square ft. of Room Area: 4,004 Square ft. Per Ton: 1,389
Volume(ft3): 31,704
Building Loads
Total Heating Required Including Ventilation Air: 63,615 Btuh 63.615 MBH
Total Sensible Gain: 28,363 Btuh 82 %
Total Latent Gain: 6,227 Btuh 18 %
Total Cooling Required Including Ventilation Air: 34,590 Btuh 2.88 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.
S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Chatfield Plan.rh9 Thursday, December 12, 2019, 7:24 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Flare Heating&A/C Inc. • 4200 Summerbrooke Place Eagen.
Golden Valley,MN 55427-3700 Page 3
Total Building Summary Loads
Component Area Sen Lat Sen Total
Description Quan Loss Gain Gain Gain
2A-v-o: Glazing-Double pane low-e(e=0.60), operable 440 11,228 0 9,931 9,931
window, vinyl frame, outdoor insect screen with 50%
coverage, U-value 0.29, SHGC 0.22
11N: Door-Metal -Polystyrene Core, U-value 0.35 38 1,170 0 426 426
15B0-10sf-4: Wall-Basement, , R-10 board insulation to 324 2,002 0 262 262
floor, no interior finish, 4'floor depth, U-value 0.054
1560-10sf-8: Wall-Basement, , R-10 board insulation to 684 3,228 0 108 108
floor, no interior finish, 8'floor depth, U-value 0.05
12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 158 904 0 220 220
insulation in 2 x 6 stud cavity, no board insulation,
siding finish,wood studs, U-value 0.065
12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2875 16,444 0 3,980 3,980
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1436 2,527 0 1,608 1,608
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
21A-20: Floor-Basement, Concrete slab, any thickness, 2 1284 3,051 0 0 0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20'wide,
U-value 0.027
20P-30: Floor-Over open crawl space or garage, Passive, 152 468 0 85 85
R-30 blanket insulation, any cover, U-value 0.035
Subtotals for structure: 41,022 0 16,620 16,620
People: 6 1,200 1,380 2,580
Equipment: 1,131 4,262 5,393
Lighting: 0 0 0
Ductwork: 1,331 77 326 403
Infiltration: Winter CFM: 207, Summer CFM: 174 19,487 2,517 3,902 6,419
Ventilation: Winter CFM: 90, Summer CFM: 90 1,775 1,301 424 1,725
Exhaust: Winter CFM: 250, Summer CFM: 250
AED Excursion: 0 0 1,450 1,450
Total Building Load Totals: 63,615 6,227 28,363 34,590
heck Figures
Total Building Supply CFM: 1,309 CFM Per Square ft.: 0.327
Square ft. of Room Area: 4,004 Square ft. Per Ton: 1,389
Volume(ft3): 31,704
Building Loads
Total Heating Required Including Ventilation Air: 63,615 Btuh 63.615 MBH
Total Sensible Gain: 28,363 Btuh 82 %
Total Latent Gain: 6,227 Btuh 18 %
Total Cooling Required Including Ventilation Air: 34,590 Btuh 2.88 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.
S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Chatfield Plan.rh9 Thursday, December 12, 2019, 7:24 AM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Flare Heating&A/C Inc. 4200 Summerbrooke Place Eagen.
Golden Valley,MN 55427-3700 Page 4
Building Pie Chart
Floor 6% Ventilation 3%
Roof 4%
Infiltration 31%
Building
Loss
63,615 Wall 35%_—
Btuh
N. Ductwork 2%
Door 2%
Glass 18%
Floor 0%
Roof 5% ED Excursion 4%
Ventilation 5%
Wall 13% /
Infiltration 19%
Building
Gain
34,590
Btuh Ductwork 1%
Glass 29% N
Equipment 16%
Door 1% People 7%
S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Chatfield Plan.rh9 Thursday, December 12, 2019, 7:24 AM
EAGAN
City Inspection Dept. Copy
City Forester Copy
Applicant/Builder Copy
INDIVIDUAL RESIDENTIAL LOT
TREE PRESERVATION PLAN SUMMARY
CITY OF EAGAN FORESTRY DIVISION
651-675-5300
(BUILDER, PLEASE READ ATTACHMENTS)
Development Summerbrooke
Lot Number 1 Block Number 3
Address 4200 Summerbrooke Place
Builder Thorson Homes
Phone Number: 612-810-3597
Contact: Brian Thorson
Tree Protection Requirements:
X Tree Protection Fencing to be Installed on Site(Orange Poly Fence)
Oak Tree Pruning (Immediately seal wounds during April 1 to July 31)
Therapeutic Pruning fired —
Retaining Wall to Be I EAGAN FORESTRY DIVISION
Other:
REVIEWED
Replacement Trees:
BY RDV Ilk Se-HIJAVaLl
X Not Required
DATE (zit/ ti
Attachments:
X Yes (Refer to attached documents for details)
No
Additional Notes:
Tree Protection should be installed to protect mitigation trees along the south property
line. Existing erosion control is adequate for tree protection along the east property line
and should remain in place. Call to schedule an Inspection
H:\2019 FILE\Tree Preservation\Summerbrooke\TREE PRESERVATION PLAN-Summerbrooke Lot 1 Block 3.docx
".,"
TREE PRESERVATION PLAN REVIEW-INDIVIDUAL LOT E AG A N
Date Building Permit Application Received 12/13/19
Development Summerbrooke Lot 1 Block 3
Site Address 4200 Summerbrooke PI
Builder Thorson Homes Contact Brian Thorson
Telephone 612-810-3597 E-mail brian@thorsonhomes.com
Property/Lot Owner Name -
Telephone - E-mail -
Office Plan Review-Date 12/19/19 Notes Tree Mitigation requirements have been
satisfied by development. Existing,on-site mitigation trees must be protected via fencing.
TreeRevised Plan
Preservation Data Original Plan
Total Significant Woodland Area sq.ft sq.ft
Ili Total Significant Trees
Woodland To Be Removed sq.ft sq.ft
Trees To Be Removed
Allowable Woodland Removal(20%) sq.ft sq.ft
Allowable Tree Removal(20%)
Required Mitigation YES (or) NO
Calculated Mitigation Amounts
Original Plan- Category A Category B Category C
Revised Plan- Category A Category B _ Category C
Site Inspection—Date 12/19/19 Notes House location staked. Tree protection fencing needs
to be installed along south property line befpre foundation excavation.
G:\Forestry\TreePneservation\Tree Preservation Plan Review-Individual lot.docv
•
218.72 Detail
Benmark Ben'7 ``!
1 i
1
589°41 "E Mehlwas. 172.31 2 °/0 1•
I I I n7.7I vt
of Houtsa for math! \\\ I •`<_ ,lam
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I I 1 od I nN x nal k V 011.7 x 0119 9 2071. ` x901.1
1 UI I 01u`�® na7x41.16 017 919.0 2171 47.83 913,0) NIA:n'
1 017 n �.�11_ 7.5017. G nl4 61 .0" x 906.7
Q I I I nu r16711__E i - C20
0161 x 607A
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.. �7u IO %na4x 0119 ..2„ x9010
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11011.11.67. /
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:: x;..\'S7m? m KAF' I dlmdrk F. BASIN (55F) l
0
xptl A Leat x 011. x9116 Y fps n N WL=9 3.0
----» -- ->i-0,40"..,, � s _ I :01015 N HWL=904.3 ;----
1 I Tr. �yey �` 1 1
----vl ` Edba of rater
' I,: -10-19
I
�\\ .�1.' (.. ~ r; , ` � ��f�x soca 1
1 ----� ` ,� 901.1 L,.� I 1 t '13 x fay !92163 I �1
`�� \ 1 '" ,t 0119 / -- 1
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� �y)�l�tla O .\ ,-1�• a17w 1 -J 'tt
Lot arse n 25272 sf s .. ,y, `
House aw 1953 of 0,1._� 2 )
Porch area-112 d --
--.
il
Sidewalk area 51 sf \ /\ 'Al, 01 \ •
am
Driveway enc 943 a t •'� `,
•
Total Impervious Area w 3069 sl \ :,
Imporelcus Coverage w 12.1 78 as-.N.1....a��
�j- filial �v
o Denote.plc nal /ik t N 7.
:I:
.� Denotes ken gips kb x 1172N x sews
u Donato...viae \\ O
® Can..Warfel=box 1tti
\ ,_
•▪ Pinola.ewtne ben ' \
Q polo.telephone ensbop
x 000.00 Moot.astatine devotion ll
(000.00) Doetrie proposed elevation I
Denotes drdlnaq.few dWoaw
A swots..pAupp 30 .7 2216 01
•
62 x9 .
SP 'x•,.46',pas
Lowest Boor elevation ^O .r-,'kl...,,,,
'w
Per grading plan:9152 1N.�sa.�� �
P _ N
House st aunt /Aft-bust I I g
Lowest Floor Devotion :(914.0) /
Tp Of Foundation Elev. :(g=7) / ca w9
Garage Slab Elev.0 Door:(922.2) / •4'11
\ 9719
{" 2211 s
Q,ppstntction Notes:
1.Instal rock construction entrance.
0�.
2.Instal at fence as needed for erosion contra. DIFFLEY ROAD
3.Sidewalks shall drain away from house a minimum of 1.07E
4. Contractor must verify driveway deeve 1.
5. Contractor must verify service elprior to (C.S.A.I"'I. NO. 30) Scale: 1. - 30'
aan6lNCtlsn.
6.Add or remove foundation ledge as required.
General Notes: arIc
1.Grading plan by Pioneer Engineering lost dated 5-22-18 was used to We hereby certify to Hunter Homes Inc that this survey.pion or lop Tp Nut Hydrant
determine proposed Newtons shown herein• report was prepared by me or under my direct supervision.and Lot 27-28 Block t
2.This survey does not purport to show improvements or encroachments. that I ern a duly licensed taxed Surveyor under the lows of the Devotion 923.50
except as shown,as arrayed by me or under my direct supervision.
3.Proposed building dimensions shown ore for horizontal locution of structuresStota of id"nnaseta,doted 11/21/18.
on the lot only.Contact builder prior to construction for approved construction 1
I plena
Shred:peer Meering.P.A. I.)14./9 e.risdba.pl.a
4.No specific spas investigation has been performed on tills lot by the surveyor. 1Q� {nearing, 2401-1619 9632 62..
Ths suitability of soils to support the epee house proposed h not e ,/ _/,/ n um 1.11611.19New lasdo hu..
responsWNy of the surveyor. 8a.: KKK... YProfi k.1161e•19se.dea.+.6.se
5. This certificate does not purport to show easements other than those shown Peter J.Na aeon, ssionol .1.)11-23-19w 2
Runde the recorded pot. Minnesota License No.42299 small-phavainemra 1
eploneenq.cam 11.26.19 Runde as boos
8.Bearings shown are based an an assumed datum.
eimemzummieumammarezeimmenneammizamermainamitormaismanammilmawmanazo
PIeP.A. Lot 1, Block 3,
SUMMERBROOKE Certificate of Survey for:
according to the recorded plat thereof Thorson Homes
242:Emprive Drive Ph.:(651)6D-1914 Dakota County, Minnesota
Mendota MOM MN 55120 Pu,.(6$1)651-9488
www.pwneam5.con Address: 4200 Summsrbrooke Place, Eagan, Minnesota
House Model
%Project 8:118040004 Folder II:7898IDnwe by.MLA Buyer:
Chatfield Elevation:
inissswirif
0 Pioneer Engineering
4200 Summerbrooke Place
41
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. , Lakes
N
Storm Basin A
Wetlands
E AG A N Sections Numbers
Aerial Street Names atypt aece
cember19,2
Map Powered byDataLink
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL: Lot 1, Block 3, Summerbrooke
DATE OF SURVEY: 11-21-2019
LATEST REVISION:
d
is
Z Q DOCUMENT STANDARDS
O 0 0 • Registered Land Surveyor signature and company
O 0 0 • Building Permit Applicant
O 0 0 • Legal description
O 0 0 • Address
O ❑ 0 • North arrow and scale
O 0 ❑ • House type(rambler,walkout,split w/o,split entry,lookout,etc.)
❑✓ 0 0 • Directional drainage arrows with slope/gradient
❑✓ 0 0 • Proposed/existing sewer and water services&invert elevation
❑r 0 0 • Street name
O 0 0 • Driveway(grade&width-in RAN and back of curb,22'max.)
❑r 0 0 • Lot Square Footage
❑✓ 0 0 • Lot Coverage
ELEVATIONS
Existing
O 0 0 • Property corners
El 0 0 • Top of curb at the driveway and property line extensions
❑� ❑ ❑ • Elevations of any existing adjacent homes
O ❑▪ ❑ ❑❑ • Adequate footing depth of structures due to adjacent utility trenches
• Waterways(pond,stream,etc.)
Proposed
O ❑ ❑ • Garage floor
O 0 0 • Basement floor
O 0 0 • Lowest exposed elevation(walkout/window)
O 0 0 • Property corners
O 0 0 • Front and rear of home at the foundation
• PRV Required
PONDING AREA(if applicable)
O 0 0 • Easement line
O ❑ ❑ • NWL
O ❑ ❑ • HWL
O 0 0 • Pond#designation
O ❑ 0 • Emergency Overflow Elevation
O 0 0 • Pond/Wetland buffer delineation
No • Shoreland Zoning Overlay District
• Conservation Easements
DIMENSIONS
O 0 0 • Lot lines/Bearings&dimensions
❑✓ 0 0 • Right-of-way and street width(to back of curb)
❑ 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc.
(i.e.all structures requiring permanent footings)
O ❑ ❑ • Show all easements of record and any City utilities within those easements
❑✓ ❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures
O ❑ 0 • Retaining wall requirements:
Reviewed By: Dave Westermayer Date 12-19-19
G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 6-28-19
P.R.M.if
REQUIRED / 9�l� Detail
3,1 1'lyy+mum Siope3 .--
,, -�9 Wal WILE 918.72 914.78 / __�
C. j Benchmark Benchmark - I
B43 i--.:. uir� _._.+ 12 0 •r
S89°41'40"E /172.31 \•( 0 31.501
i i
I ^ IlHdd ":3/
� \ ��� ' �//
- u) Existing down grade \ I -J
0) House to maintain
M x 911.6 \
30 9°8
j9 Not to scale
II
n 9,^ 16.2
IS 4:1 dope v \Jx 907.6
O.' X916.2v 19.6 X912.6
A, I I X X X 913.8 a;X908.3
F_ 918.2 X 918.7 * 8'6 907.1
914.7 912.6 0
I I I X 918.4v� 918.7x41.16 917.9 919.0 917.d 47.83 915.2 (913.0 912.8 x 912 •
r ' K 916.4 x x 906.7
�/I I 817.6 ® I_ 917.8 917. p 915.8X _ 912.4 807.2 x 907.0
1 _ XT -X _ X9,5.610 910.1
Q I I I x 918.5 I- 918.8 -�11 O I O �O 813.8 20
I 1921.5 . 74 - _ x 6,2.5
A _IA I 918.0 10 919.1x 912 f R/22 00 -� 915.5 913.4 1
(O I 83.4 4 1
I I 1 917.0 s as / �s1es I o/�� 23.83
-
I I I I x >48,6_
+� --- 41.2 g, o (NI x.00 0/ I •o7.s 1
I w l �- f0 in •N O�0 / 913.2 1 6.6
YI I / f .. sAv� reR
^ I 918X X 919.5 2 vcri N N 3 r X p x 91'•.8 7REE A710N 1 X 905.1
A I I /16;83 6.91 a3oo/ ,ri °�A" 1
I O 111.1J 1 919.1)1918.7 co , ll%�/� 07 = v 1
v 912.0 -•.• 2 1 /
I I O I X 917.7 O g r/� Or va05.1/
COI ^00 I '919.2x 919.7 N• x N N 0//00/ _ �C 912.0 • a )905. ,max 903.4 11
W I �: °%y a `V' X33:00 \s'7.4
1
Q 130
19109.5i_____ X 920.5 - -/' 919.2 i 916.3 / p / 903.4
W 1 O I ^ 919.7 I O / 919.6 919.2 917.2 rri° 815.4x 915.4X 909.5 I
5 920.x4 X 920.2920.2 XII 60 / X X X xX x 912.4 p 1
�•�I� 919.5 Df �43 ' X 920.4 918. x 915.2 0 908.6 0
S I rn 920.9 • 918.3X 9670 BIOFILTRATION
L I '19.6 ., 919.7 �r °-L.
1 °4 / 1;4,111/-....,X
N���7 x 920.3 X 919.4 )491197?-617 915.71 / O I
D I �.•919:7_�c...:......... ' " y X920.6 �A I Benchmark / BASIN (55F�
V J 1 I . ::9; :::.::.X:9.2��' 211 920. X) 0 \491r
l// 15.6 xrglb.0 916.1 X 912.4 X 908.5 / NWL=903.0
920.7 i:::.. n4 N HWL=904.3X9156 =9156----- -- - 1B;t�_ 1l\\lam �Il��`- a �� t Edge of water \
\ \
_ 1-10-19
\\\ •
°21{9`:i•:::: . .\9 13
Z--.-_,.....1 \ I\\" //l\\\ \ `X X03.4 �fr�-X 903.3
,,� 919.8 "`2 +�� \�jl��j \�``(0,.., `��I�% 912.6 908.11 \ �('9Q3.3 II - - I
-I I----I \ I � A - 1�`
i\\ \ -Nr9....
/\ � 920.50 •2,�1\ �\�\\\\\\\��t++��11�� I�\(/J' \ � 1903.3 //
'v INTAIN Benchmark .. azg•:.. \\ Y��_ 3�j yq��gg x 904.4 y.�
\ \�'917./ 1y�1 X 907.4 ( 03.3 ///
PROVIDE AND I IA \ ,j 'l1
\�\ \� 1��� � i�913.3 903.3 .. I
INLET PROTECTION UNTIL 92,.6 ill\� \
\\ \ 903.4 I
FINAL TURF IS ESTABLISHED s /\ ` \
C/ \ \
\\ \ .:.:: 921.9 ��916.2 X 903.3 \ 1
\ 9::. lir-. \ 907'4 \ 1
a \ , 923 9 \�,��j1 X 910. \
iJ_ gyp;J�\ e O\ • \ 9l74
920` l \ \\
/`>� (� 0 :: :\* 921 C \ \
Lot area = 25272 sf \ ,N ib
House area = 1953 sf O 22\ 9
Porch area = 112 sf \ /\ �,�\ \
Sidewalk area = 61 sf
Driveway area = 943 sf \ 0 ^ \�� -�
Total Impervious Area = 3069 sf `1 \ \\
Impervious Coverage = 12.1 %
�/ _ \ • 0 \
1::::. , "-E) ---
O Denotes pk nail ' x 9 6.0
tp x 917.8
•
Denotes iron pipe \ 9 •23.0 x 914.8
9 922.'\ CO
4(° Denotes service \ lii
El Denotes television box I \
I♦ Denotes electric box \ -. .10- \
❑t Denotes telephone box92
X 000.00 Denotes existing elevation
( 000.00 ) Denotes proposed elevation I
------ Denotes drainage flow direction
A Denotes spike IN T MSER CORQ 30
-
I
�23. x918.2 X 916.4
O w '..{ 923.6 I
� /
OO b.ck0 �3 I
Lowest floor elevation per grading plan : 913.2 IN:§23.4, ^.i.:::: •6--I N
M Iof
House elevations (Proposed) / As-built 1 P 1 . % •23.5 I I .-
/� O 20.7 X 920.1
Lowest Floor Elevation :014.0) / i 1*� f+� EDOnil?��w
Top Of Foundation Elev. :(922.7) / • .� �� Z 4I 923..:; 9z1`�`
Garage Slab Elev. 0 Door :(922.2) / )e• A , j.v,•
,
• .. 922.4
gg�, / / 31922.0
U.. /i 'k92 .8 X.... 71'821.2
'r : :`:':':-r:�::r:irrr::::::-:':'rr
EAGAN ENGINEERING DEPT, 3::
Construction Notes:
1. Install rock construction entrance. 0� 15' 30'
2. Install silt fence as needed for erosion control. DIFFLEY ROAD
3. Sidewalks shall drain away from house a minimum of 1.0%.
4. Contractor must verify driveway design.
5. Contractor must verify service elevation prior to (C .S.A.H. ^I O O1construction. I �1 J Scale: 1" = 30'
6. Add or remove foundation ledge as required.
Benchmark:
General Notes:
1. Grading plan by Pioneer Engineering last dated 8-22-18 was used to We hereby certify to Hunter Homes Inc that this survey, plan or Top Nut Hydrant
determine proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lot 27-28 Block 1
2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 923.80
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 11/21/18.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction
Signed: io eer En ineering, P.A. Revisions:
plans. I.)1-8-19 Revised house plans
4. No specific soils investigation has been performed on this lot by the surveyor. 2.)01-10-19 Stake house
The suitability of soils to support the specific house proposed is not the 3.)10-14-19 New Builder/House
responsibility of the surveyor. BY: 4.)10-18-19 Re-stake new house
5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor 5.) 11-22-19 New Builder/House
p p Minnesota License No. 42299 email-phawkinson@pioneereng.com 6.)11-26-19 Re-stake new house
on the recorded plat.
6. Bearings shown are based on an assumed datum.
PIWIN EER ylCei"111g,P.A.. Lat Block 3,
SUMMERBROOKE Certificate of Surveyfor:
CIVIL ENGINEERS LAND PLAN\ERS LAW SURVEYORS LAS-DSCAPE ARCHITECTS
according to the recorded plat thereof Thorson Homes
2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota
Mendota Heights,MN 55120 Fax:(651)681-9488
www.pioneereng.com Address: 4200 Summerbrooke Place, Eagan, Minnesota
House Model: Chatfield Elevation:
Project#:118040004IFolder#:7898IDrawn by:SDA A Buyer: Spec
n PinnePr Fnaineerina
3830 Pilot Knob Road I Eagan MN 55122
Phone: (651) 675-5675 I Fax: (651) 675-5694
buiidinginspections(Wcitvofeagan.com
Address: 4200 Summerbrooke PI
Permit #: 159562
The following items were / were not completed at the Final Inspection on:
Complete
Incomplete
Comments
Final grade - 6" from siding
Permanent steps — Garage
x
Permanent steps — Main Entry
Permanent Driveway
x
Permanent Gas
Retaining Wall or 3:1 Max Slope
<
nJ; eg W , iS cowtmA) s i h t
Sod / Seeded Lawn
;G
Trail / Curb Damage
/ V /,1
Porch
X
Lower Level Finish
jC
Deck
�J j A
f "
Fireplace
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Tum off water supply to the outside lawn faucets before freeze potential exists.
• Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector: G�✓" L�