3578 Lemieux Cir
6l. l-,,\t ►-7 7 9,-7 9-793
aol~8 0v
M F I d 0 " Use BLUE or BLACK Ink
For Office Use
91 `
I Permit 7 02 01-17 I
City of Ealan -
Permit Fee.
3830 Pilot Knob Road I I
Eagan MN 55122 bate Received:
Phone: (651) 675-5675 I I
Fax: (651) 675-5694 Staff• I
Q CJ v ~J------------------'
2013 RESIDENTIAL BUILDING PERMIT APPLICATION L~
Date:' 1 Site Addres x Gtr=!-. Unit
C's y x~ m,
; Name: GL.:~C ~~.,IS`T" f•_ Phone:6S2."
.303g
2~r:°~,>-
Address / City/ Zip: " 1600 1~1 -IST+1 ST. '1y1~...tA. >r3 q."r
Applicant is: Owner jzContractor
~V~ V ty` Description of work:
7~ype o o~kr
Construction Cost: Multi-Family Building: (Yes No
~~y,~
Company: Contact: HA& 11!2 tll! K
.4-, 3 5 FF
Address: City:
r ~Coh,ractor;4;d;:
Zip: Phone:
4,}ts r ~ _ - ~ ~
s 1 r t x :f
;License izze Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
COMPLETE THIS AREA ONLY 1 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 ZNo If yes, date and address of master plan:
Licensed Plumber: Phone:g5Z.44-5-44A2.
Mechanical Contractor: '~;j~1~ Phone: g52.4eA4. ooc>s
Sewer & Water Contractor: Phone: 4V93P 1.AW.?-2,Fk
f -a G 'rv2 F"`axi'. rs:ti'm- a.:':S~:P"9:i:..^:1 :_.3}--k:'S'U;g^"'~K :a+ssti-':.. -.:?ase3: y:u A~a`k~Y, Sr-.~'sxS°~~."...W4 .•s:;V'x^^ye,xw:.'gs'n+•<~'-: ;f "~~Y.*
,'.:y. c.G:~,.
;~J1(O_TE =P%a~s/n+~+s aiz~~~supp.~~~ nqt°,cl~c`i~mentstha,~.o~s b±ry{!~ ~,ta~e~co ~tlerreWstl~ abbe: '.ub c n oc , a>~io ~~P~ort,,~o . of:•~;'
~t~e ~n~ormat~on may be~class~, ~,ec~,asfnon~ ub~~c:~~,~`-'youp .oyid spec' cz Faso Y , awourq!,perm~~e,C,~tt Ito ^ t
- <.~f~ - a-. concluale,~{~of~e are tratle secre3`s WON.r { T }
:ALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours
efore you intend to dig to receive locates of underground utilities. www.goK)herstateonecall.oro
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
agan; 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
ccordance with the approved plan in the case of work which requires a review and approval of plans.
xteriorwork authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
ays of permit issuance. ,
t-IA1E21Pp,L' ~...J11G.
pplicant's Printed Name lic t igna ure
Page-1 of 3
DO NOT WRITE BELOW THIS LINE 12O l -17
SUB TYPES
_ Foundation _ Fireplace _ Porch (3-Season) _ Stonn Damage
- Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family)
_ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) - Exterior Alteration (Multi)
01 of-~-Plex' Lower Level _ Pool _ Miscellaneous
Accessory Building
WORK TYPES
New _ interior,!Mprovement _ Siding Demolish Building*
Addition _ Move Building _ Reroof _ Demolish Interior
_ Alteration _ Fire Repair Windows _ Demolish Foundation
_ Replace _ Repair _ Egress Window _ Water Damage
Retaining Wall Vemolition of entire building - give PCA handout to applicant
DESCRIPTION
Valuation q Occupancy MCES System
Plan Review Code Edition SAC Units
(25%_ 100%') Zoning City Water
Census Code Stories Booster Pump
# of Units Square Feet PRV
# of Buildings Length Fire Sprinklers
Type of Construction Width
REQUIRED INSPECTIONS
4 Footings (New Building) Meter Size:
Footings (Deck) Final/ C:O. Required
Footings (Addition) Final / No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
_ Drain Tile Other:
_ Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final
Framing Siding: -Stucco Lath Stone La -Brick
Fireplace: Rough In 4Air Test Final Windows
Insulation Retaining Wall: _ Footings _ Backfill _ Final
Sheathing t 4- Radon Control
Sheetrock - v Erosion Control
Reviewed By: Building Inspector
RESIDENTIAL FEES (f 11/ t a ,l ~j ~ 0 b 7
Base Fee 1~ *g
Surcharge ` [t /75)4 9 f,7 =7 J /
Plan Review I fly ppj _ 01-A 5' 7-, r f"n
MCES SAC
City SAC
Utility Connection Charge
/r
S&W Permit & Surcharge _
Treatment Plant
~s
Copies
TOTAL
.f" I
i
Page 'o"
3
New Construction Energy Code Compliance Certificate
Per NI 101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside rate Certificate Posted
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.
Mailing Address of the Dwelling or Dwelling Unit City
3578 Lemieux Circle Eagan
Name of Residential Contractor MN License Number
Ron Clark Construction & Design 1220
THERMAL ENVELOPE RADON SYSTEM
Type: Check All That Apply X Passive (No Fan)
w
0 0
a
Acfi ~e (With j nr rind monometer or
other system nionzloriqg device
v b 0 d
w A.
CG W y q o
Insulation Location °o z ti ° a w °
0
w U
a' a W
0 1* 7~z ai o ty
o a a o 9 on en -be H 9 z w w w w t r Other Please Desen Here
Below, Entire Slab X
Foundation Wall R-5
X Ea'o;.or
Foundation Wall At Walk Out R-10 X in[eF;or
Rim Joist (Foundation) R-12 X ~zrlor
IZim .Joist (11' Floor+) X
'A:][[ T-19- I X
Ceiling, flat R-44 - X
Ceiling, vaulted X
Bay Windows or cantilevered areas R-30 , #XX
F
our Season Porch Abm e Unconditioned Spacc R-35 X F G o. rhso t Rfgi R5
Describeother insulated areas
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.31 x Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC): 0.35 R--value R-8 in garage area
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code
Fuel Type GAS Electric R-410A Passive
Manufacturer Bryant Marathon Bryant Powered
Interlocked with exhaust device.
Model 912S,B36060S14 MR105245 CA13030 Describe:
Input in 60,000 Capacity in 105 Output in 2.5 Other, describe:
Rating or Size BTUS: Gallons: Tons:
Heat Loss: 52,024 ` Heat 21,949 Location of duct or system:
Structure's Calculated Gain:
AFUE or 92% SEER: 13
HSPF%
Calculated 25,092
Efficient cooling load: Cfin'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 6" Flex
X Heat Recover Ventilator (HRV) Capacity in cf ns: Low: 64 High: 150 Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system:
Continuous exhausting fan(s) rated capacity in cfins: Basement
Location of fan(s), describe: Cfin's
Capacity continuous ventilation rate in cfins: " round duct OR Flex
Total ventilation (intermittent + continuous) rate in cfins: "metal duct
Created by BAM version 052009
Burnsville Heating & Air Conditioning, Inc.
3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337
Phone 952-894-0005 - Fax 952-894-0925 -Web www.burnsvilleheating.com
Ventilation, Makeup and Combustion Air Calculations
Submittal Form for New Dwellings
Site address 3578 Lemieux Circle Date
contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet (Conditioned area including 3240 Total required ventilation 100
Basement-finished or unfinished)
Number of bedrooms 1 Continuous ventilation 50
Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1.
The table and equation are below.
Table N1104.2
Total and Continuous Ventilation Rates (in cfm)
Number of Bedrooms
1-1 2 3 4 5 6
Conditioned Total/ Total/ Total/ Total/ Total/ Total/
space (in 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 110/55 125/63 140/70 155/78 170/85 185/93
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 11-1
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (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 continuous may have automatic cycling controls providing the average flow rate for each
hour is met.
G:\SAFETY\JK\Vent-makeup-comb air submittal (2).docx Page 1 of 6
Section B
Ventilation Method
(choose either balanced or exhaust only)
® Balanced, HRV(Heat Recovery Ventilator) or ERV (Energy ❑ Exhaust only
Recovery Ventilator) - cfm of unit in low must not exceed Continuous fan rating in cfm
continuous ventilation rating by more than 100%
Low cfm: 64 High cfm:150 Continuous fans rating in cfm (capacity
must not exceed continuous ventilation
rating by more than 100%)
Directions - Choose the method of ventilation, balanced or exhausts only. Balanced ventilation systems are typically HRV or
ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous
ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan
must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan Schedule
Description Location Continuous Intermittent
Bath Fan Master Bath 80
Bath Fan Main Bath 80
Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for
continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low
c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous
ventilation fan must not exceed 80 cfm. Automatic controls may allow the use of a larger fan that is operated a percentage of
each hour.
Section D
Ventilation Controls
(Describe operation and control of the continuous and intermittent ventilation)
Control Located In Mech Room
Directions- Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors
to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper
operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any
controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and
interfaced with the air handling equipment please describe such connections as detailed in the manufactures' installation
instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling
equipment for proper operation, such interconnection shall be made and described.
Section E
Make-up air
Passive (determined from calculations from Table 501.3.1)
Powered (determined from calculations from Table 501.3.1)
Interlocked with exhaust device (determined from calculations from Table 501.3.1)
Other, describe:
Location of duct or system ventilation make-up air: Determined from make-up air opening table
NR cfm Size and type (round, rectangular, flex or rigid)
Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations,
column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the
appropriate column. For existing dwellings, see IMC 501.3.3. 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 501.3.2 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 make-up air supply must be installed
per IMC 501.3.2.3.
Table 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
(Additional combustion air will be required for combustion appliances, see KAIR method for calculations)
One or multiple One or multiple fan- One atmospherically Multiple
power assisted vent atmospherically
vent or direct vent appliances and gas or oil appliance vented gas or oil
appliances power vent or direct or appliances or solid
or no combustion vent one solid fuel fuel
appliances appliances appliance appliances
Column A Column B Column C Column D
1. 0.15 0.09 0.06 0.03
a) pressure factor
(cfm/sf)
b) conditioned floor area (sf) (including 3240
unfinished basements)
Estimated House Infiltration (cfm): [la 486
x 1b]
2. Exhaust Capacity
a) continuous exhaust-only ventilation
system (cfm); (not applicable to balanced
ventilation systems such as
HRV)
b) clothes dryer (cfm) 135 135 135 135
c) 80% of largest exhaust rating (dm); 240
Kitchen hood typically
(not applicable if recirculating system
or if powered makeup air is electrically
interlocked and match to exhaust)
d) 80% of next largest exhaust rating Not
(cfm); bath fan typically Applicable
(not applicable if recirculating system
or if powered makeup air is electrically
interlocked and matched to exhaust)
Total Exhaust Capacity (cfm); 375
[2a + 2b +2c + 2d]
3. Makeup Air Quantity (cfm) 375
a) total exhaust capacity (from above)
b) estimated house infiltration (from 486
above)
Makeup Air Quantity (cfm); -111
Da -3b]
(if value is negative, no makeup air is
needed)
4. For makeup Air Opening Sizing, 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.
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
One or multiple One or multiple One atmospherically Multiple
power fanassisted vented gas or oil atmospherically
vent, direct vent appliances and appliance vented gas or oil
appliances, power vent or direct or one solid fuel appliances Duct diameter
or no combustion vent appliances appliance or solid fuel
appliances appliances
Column A Column B Column C Column D
Passive opening 1-36 1-22 1-15 1-9 3
Passive opening 37-66 23-41 16-28 10-17 4
Passive opening 67-109 42-66 29-46 18-28 5
Passive opening 110-163 67-100 47-69 29-42 6
Passive opening 164-232 101-143 70-99 43-61 7
Passive opening 233-317 144-195 100-135 62-83 8
Passive opening 318-419 196-258 136-179 84-110 9
w/motorized
damper
Passive opening 420 -539 259 -332 180 - 230 111-142 10
w/motorized
damper
Passive opening 540 -679 333- 419 231- 290 143 -179 11
w/motorized
damper
Powered makeup air >679 >419 >290 >179 NA
Notes:
A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-
degree elbow to determine the remaining length of straight dud allowable.
B. If flexible dud is used, increase the duct diameter by one inch. Flexible dud shall be stretched with minimal sags. Compressed dud shall not
be accepted.
C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Sections F
Combustion air
Not required per mechanical code (No atmospheric or power vented appliances)
X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4" smooth or 5" Flex
Other, describe:
Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not
required. If a power ventedor atmospherically vented appliance installed, use IFGC Appendix E,
Worksheet E-1 (see below). Please enter size and type. Combustionair vent supplies must communicate
with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
41 Page
Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air
opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is
required to be filled out.
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 or Power Vent _X_Direct Vent Input:_80000 BTU/HR
Water Heater:
-Draft Hood -Fan Assisted or Power Vent -Direct Vent Input:_Electric BTU/HR
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: ft
LxWxH L W H
Step 3: Determine Air Changes per Hour (ACH)1
Default ACH values have been incorporated into Table E-1 for use with Method 411 (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. (DO NOT COUNT DIRECT VENTAPPLIANCES)
4a. Standard Method
Total Btu/hr input of all combustion appliances Input: Btu/Hr
Use Standard Method column in Table E-1 to find Total Required TRV: 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 S.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input:_40000 Btu/Hr
Use Fan-Assisted Appliances column in Table E-1 to find RFVA:_3000 ft3
Required Volume Fan Assisted (RVFA)
Total Btu/hr input of all Natural draft appliances Input: Btu/hr Input: 0 Btu/Hr
Use Natural draft Appliances column in Table E-1 to find RVNFA:_none ft3
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA+RVNDA TRV=_3000 + none = 3000 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 S.
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 3000 =
Step 6: Calculate Reduction Factor (RF).
RF= 1 minus Ratio RF = 1- _
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: Btu/Hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA):
Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 40000 /3000 Btu/hr per in 13.33
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x = in
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA = in. diameter
go up one inch in size if using flex duct
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section
G304.
IFGC Appendix E, Table E-1
Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Known Air Infiltration Rate (KAIR) Method (cu ft)
Fan Assisted or Power Vent Natural Draft
Input Rating Standard Method 1994 to present Pre-1994 1994 to present Pre-1994
(Btu/hr)
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
40,000 2,000 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,675 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 2,438 6,825 3,413
70,000 3,500 5,250 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 8,250 4,125 11,550 5,775
115,000 5,750 8,625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
205,000 10,250 15,375 7,688 22,525 10,783
210,000 10,500 15,750 7,875 22,050 11,025
215,000 10,750 16,125 8,063 22,575 11,288
220,000 11,000 16,500 8,250 23,100 11,550
225,000 11,250 16,875 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24,150 12,075
1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section
of the table is 0.20 ACH.
2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the
table is 0.40 ACH.
3578 Lemieux Circle
HVAC Load Calculations
for
Ron Clark
Mk ~ft
►C WACLo"s
Prepared By:
Alan Dobson
Burnsville Heating & A/C Inc.
3451w Burnsville Pkwy, Suite 120
Bumsviile,MN 55337
952-894-0005
Monday, December 30, 2013
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Pro ect Report
Project Title: 3578 Lemieux Circle
Designed By: Alan Dobson
Project Date: Monday, December 30, 2013
Project Comment:
Client Name. Ron Clark
Company Name: Burnsville Heating & A/C Inc.
Company Representative: Alan Dobson
Company Address: 3451w Burnsville Pkwy, Suite 120
Company City: Burnsville,MN 55337
Company Phone: 952-894-0005
Company Fax: 952-894-0925
Company Comment:
5
Reference City: Minneapolis, Minnesota
Building Orientation: Front door faces West
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor. 1.000
Elevation Heating Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -15 -15.33 80°k n/a 72 n/a
Summer: 88 73 50% 50% 75 35
Total Building Supply CFM: 1,028 CFM Per Square ft.: 0.317
Square ft. of Room Area: 3,240 Square ft. Per Ton: 1,549
Volume (ft) of Cond. Space: 29,150
Total Heating Required Including Ventilation Air: 52,024 Btuh 52.024 MBH b
Total Sensible Gain: 21,949 Btuh 87 %
Total Latent Gain: 3,144 Btuh 13 %
Total Cooling Required Including Ventilation Air, 25,092 Btuh 2.09 Tons (Based On Sensible + Latent)
T,.
Rhvac is an ACCA approved Manual J and Manual D 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.
\\SBS20111RedirectedFoiders ...iRon Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
n -
d
1111111 11 gl ''I
B~ i a +
Miscellaneous 6e port
Irdow ft.
r r<
W-7
Winter: -15 -15.33 80% nla 72 n/a
Summer: 88 73 50% 50% 75 35.17
Malawi= INEMKOMWwwomm
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: No No
Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wgJ100 ft.
Minimum Velocity: 650 ft./min 450 ft./min
Maximum Velocity: 900 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in.
Winter Summer
Infiltration Specified: 0.320 AC/hr 0.170 AC/hr
155 CFM 83 CFM
Infiltration Actual: 0.320 AC/hr 0.170 AC/hr
Above Grade Volume: X 29.150 Cu.ft. X 29,150 Cu.ft.
9,328 Cu.ft./hr 4,956 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration: 155 CFM 83 CFM
Total Building Ventilation: 0 CFM 0 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. 23.20 = (0.68 X 0.970 X 35.17 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.320 AC/hr (155 CFM), Construction: Average
Summer Infiltration Specified: 0.170 AC/hr (83 CFM), Construction: Average
Attic beet ? Due 3R~c 1 [af#~
~~9 di Sri nai%
1 Supply Main Attic 16B 0.12 6 150 No
1 Return Main Attic 16B 0.24 6 56 No
\\SBS2011.\RedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
K
x~ -
Total Bulidin Summa Loads
r
w
hbt: Glazing-hbt, ground reflectance = 0.23, u -value 0.29, 3 76 0 28 28
SHGC 0.3
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 229.5 6,192 0 6,818 6,818
SHGC 0.35
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 30 783 0 1,215 1,215
SHGC 0.37
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 75 2,023 0 2,905 2,905
SHGC 0.35
hbt: Glazing-hbt, u-value 0.31, SHGC 0.35 10 270 0 107 107
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 25 653 0 1,012 1,012
SHGC 0.37
Front Door. Door- 20.4 248 0 69 69
hbt: Door-hbt 19 232 0 64 64
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2011.1 11,895 0 2,106 2,106
cavity, no board insulation, siding finish, wood studs
R-5 wall: Wall- 485.3 2,872 0 509 509
RC Rim Joist: Wall-Frame, Custom, RC Rim joist 225.5 1,628 0 288 288
16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1619.3 3,099 0 1,709 1,709
Attic Floor (also use for Knee Walls and Partition
Ceilings), vented attic, no radiant barrier, R-44
insulation, dark asphalt
21A-32-v: Floor-Basement, Concrete slab, any thickness, 1619.7 2,818 0 0 0
2 or more feet below grade, no insulation below floor,
vinyl covering, shortest side of floor slab is 32' wide
Subtotals for structure: 32,789 0 16,830 16,830
People: 2 460 600 1,060
Equipment: 400 1,200 1,600
Lighting: 0 0 0
Ductwork: 4,800 368 2,173 2,540
Infiltration: Winter CFM: 155, Summer CFM: 83 14,435 1,916 1,146 3,062
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
_
Total Building Load Totals: 52,024 3,144 21,949 25,092
Total Building Supply CFM: 1,028 CFM Per Square ft.: 0.317
Square ft. of Room Area: 3,240 Square ft. Per Ton: 1,549
Volume of Cond. Space: 29,150
Total Heating Required Including Ventilation Air: 52,024 Btuh 52.024 MBH
Total Sensible Gain: 21,949 Btuh 87 %
Total Latent Gain: 3,144 Btuh 13 %
Total Cooling Required Including Ventilation Air: 25,092 Btuh 2.09 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manual J and Manual D 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.
i\SBS2011\RedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
C!
System 1 Main Floor Summary Loads
k' K y
hbt: Glazing-hbt, ground reflecfance - 0.23, u-v I 0.29, 3 76 - 0 a 2$ 28
SHGC 0.3
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 229.5 6,192 0 6,818 6,818
SHGC 0.35
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 30 783 0 1,215 1,215
SHGC 0.37
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 75 2,023 0 2,905 2,905
SHGC 0.35
hbt: Glazing-hbt, u-value 0.31, SHGC 0.35 10 270 0 107 107
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 25 653 0 1,012 1,012
SHGC 0.37
Front Door: Door- 20.4 248 0 69 69
hbt: Door-hbt 19 232 0 64 64
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2011.1 11,895 0 21106 2,106
cavity, no board insulation, siding finish, wood studs
R-5 wall: Wall- 485.3 2,872 0 509 509
RC Rim Joist: Wall-Frame, Custom, RC Rim joist 225.5 1,628 0 288 288
16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1619.3 3,099 0 1,709 1,709
Attic Floor (also use for Knee Walls and Partition -
Ceilings), vented attic, no radiant barrier, R44
insulation; dark asphalt
21A-32-v: Floor-Basement, Concrete slab, any thickness, 1619.7 2,848 0 0 0
2 or more feet below grade, no insulation below floor,
vinyl' covering, shortest side of floor slab is 32' wide
-
Subtotals for structure: 32,789 0 16,830 16,830
People: 2 460 600 1,060
Equipment: 400 1,200 1,600
Lighting: 0 0 0
Ductwork: 4,800 368 2,173 2,540
Infiltration: Winter CFM: 155, Summer CFM: 83 14,435 1,916 1,146 3,062
Ventilation: Winter CFM; 0, Summer CFM: 0 0 0 0 0
System 1 Main Floor Load Totals:
52,024 3,144 21,949 25,092
Supply CFM. 1,028 CFM'Per Square ft.: 0.317
Square ft. of Room Area: 3,240 Square ft. Per Ton: 1,549
Volume (W) of Cond. Space: 29,150
Total Heating Required Including Ventilation Air. 52,024 Btuh 52.024 MBH
Total Sensible Gain: 21,949 Btuh 87 %
Total Latent Gam 3,144 Btuh 13 %
Total Cooling Required Including Ventilation Air: 25,092 Btuh 2.09 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manual J and Manual D computer program. _ tq
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Ail 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 of
your design conditions.
XISBS2011lRedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
Nam: 33 7r~
" wil'
NO, "1 00-6-
System 1, Zone ? Summa Loads Peak Load Procedure for Rooms
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.29, 3 76 0 28 28
SHGC 0.3
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 132 3,561 0 3,839 3,839
SHGC 0.35
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 30 783 0 1,215 1,215
SHGC 0.37
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 33 890 0 1,278 1,278
SHGC 0.35
hbt: Glazing-hbt, u-value 0.31, SHGC 0.35 10 270 0 107 107
Front Door Door- 20.4 248 0 69 69
hbt: Door-hbt 19 232 0 64 64
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1252 7,405 0 1,312 1,312
cavity, no board insulation, siding finish, wood studs
161344-ad: Roof/Ceiling-Under Attic with Insulation on 1619.3 3,099 0 1,709 1,709
Attic Floor (also use for Knee Walls and Partition
Ceilings), vented attic, no radiant barrier, R-44
_ _insulation,_ dark asphalt
Subtotals for structure: 16,564 0 11,112 11,112
People: 2 460 600 1,060
Equipment: 400 1,200 1,600
Lighting: 0 0 0
Ductwork: 2,385 0 1,263 1,263
Infiltration: Winter C_FM: 74, Summer CFM: 40 6,906 917 548 1,465
System 1, Zone 1 Load Totals: 25,855 .-1,777 14,723 16,500
00
Supply CFM: 690 CFM Per Square ft.: 0.426
Square ft. of Room Area: 1,620 Square ft. Per Ton: 1,178
Volume (ft3) of Cond. Space: 14,573
Total Heating Required: 25,855 Btuh 25.855 MBH
Total Sensible Gain: 14,723 Btuh 89 %
Total Latent Gain: 1,777 Btuh 11 %
Total Cooling Required: 16,500 Btuh 1.38 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manual J and Manual D 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.
\\SBS2011\RedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
. b F!'_010- e.__ ..-_1PtiVALaa'
~U a k x W KL. 3 359x. A.. # ' _ 13 e
S stem I, Zone 2 Summa Loads Peak Load Procedure for Rooms
F L
r? h
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 97.5 2,631 0 2,979 2,979
SHGC 0.35
hbt: Glazing-hbt, ground reflectance = 0.23, uvalue 0.3, 25 653 0 1,012 1,012
SHGC 0.37
hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.31, 42 1,133 0 1,627 1,627
SHGC 0.35
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 759.2 4,490 0 794 794
cavity, no board insulation, siding finish, wood studs
R-5 wall: Wall- 485.3 2,872 0 509 509
RC Rim Joist: Wall-Frame, Custom, RC Rim joist 225.5 1,628 0 288 288
21A-32-v: Floor-Basement, Concrete slab, any thickness, 1619.7 2,818 0 0 0
2 or more feet below grade, no insulation below floor,
vin I covering, shortest side of floor slab is 32' wide Subtotals for structure: 16,225 0 9,087 9,087
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0
Ductwork: 2,414 0 909 909
Infiltration: Winter CFM: 81, Summer CFM: 43 7,529 999 598 1,597
System 1, Zone 2 Load Totals: 26,168 999 10,594 11,593
Supply CFM: 496 CFM Per Square ft.: 0.306
Square ft. of Room Area: 1,620 Square ft. Per Ton: 1,677
Volume (ft') of Cond. Space: 14,577
Y 3 < n
Total Heating Required: 26,168 Btuh 26.168 MBH
Total Sensible Gain: 10,594 Btuh 91 %
Total Latent Gain: 999 Btuh 9 %
Total Cooling Required: 11,593 Btuh 0.97 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manuat J and Manual D computer program. j
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.
\\SBS2011\RedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
_
L rt L,, t"
Iij ' ~11#16 6
4
111111 Rmsmi tone as }o HUI
yDetailed Room Loads - Room 9 - Basement Peak Fenestratio
n Gain Procedure)
Room is in zone 2, which peaks at 10 am
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length: 41.5 ft. System Number. 1
Room Width: 39.0 ft. Zone Number: 2
Area: 1,620.0 sq.ft. Supply Air: 496 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr
Volume: 14,577.0 cu.ft. Req. Vent. Cig: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 0 CFM
Runout Air: 496 CFM Percent of Supply.: 0 %
Runout Duct Size: 12 in. Actual Summer Vent.: 0 CFM
Runout Air Velocity: 632 ft./min. Percent of Supply: 0 %
Runout Air Velocity: 632 ft./min. Actual Winter Infil.: 81 CFM
Actual Loss: 0.096 in.wg.1100 ft. Actual Summer Infil.: r 43 CFM
F
E -Wall-12E-0sw 39 X 9 234 0.068 5.9 1,384 - 1.0 0 245
N -Wail-12E-Osw 41.5 X 9 373.8 0.068 5.9 2,211 1.0 0 391
S -Wall-R-5 wall 9.8 X 3.6 35.3 0.068 5.9 209 1.0 0 37
W -Wall-R-5 wall 39 X 9 351 0.068 5.9 2,077 1.0 0 368
E -Wall-RC Rim Joist 39 X 1.4 54.6 0.083 7.2 394 1.3 0 70
N Wail-RC Rim Joist 41.5 X 1.4 58.1 0.083 7.2 420 1.3 0 74
W -Wall-RC Rim Joist 39 X 1.4 54.6 0.083 7.2 394 1.3 0 70
S -Wall-RC Rim Joist 41.5 X 1.4 58.1 0.083 7.2 420 1.3 0 74
S -Wall-12E-0sw 9.8 X 5.6 37.4 0.068 5.9 221 1.0 0 39
S -Walt-12E-Osw 16 X 9 114 0.068 5.9 674 1.0 0 1.19
S -Watt-R-5 wall 11 X 9 99 0.068 5.9 586 1.0 0 104
E -GIs-hbt shgc-0.35 0%oS (2) 30 0.310 27.0 810 52.8 0 1,584
E -GIs-hbt shgc-0.37 O%S 25 0.300 26.1 653 55.6 0 1,389
S -GIs-hbt shgc-0.35 O%oS 17.5 0.310 27.0 472 26.3 0 460
S -GIs-hbt shgc-0.35 O%S 30 0.310 27.0 809 26.3 0 789
E -GIs-hbt shgc-0.35 O%S (2) 20 0.310 27.0 540 52.8 0 1,056
E -GIs-hbt shgc-0.35 0%S 42 0.310 27.0 1,133 52.8 0 2,218
Floor-21A-32 39 X 41.5 1619.7 0.020 1.7 2,818 0.0 0 0
Subtotals for Structure: 16,225 0 9,087
Infil.: Win.: 81.1, Sum.: 43.1 1,634 4.607 7,529 0.366 999 598
Ductwork: 2,414 909
.I-._..__.....................
Room Totals: 26,168 999 10,594
\1SBS2011\RedirectedFolders ...\Ron Clark Avalon 3595 Lemieux Cir.rhv Monday, December 30, 2013, 11:45 AM
& .y f _ . i
e o a alts
u:
System I Room Load Summa
p r Afe2 .fi SenS } .r # buCt Ea
r
.
-Zone 1---
1 Foyer 54 830 11 1-2 467 218 27 10 10
2 Flex Room 151 3,729 50 1-5 331 964 136 45 45
3 Kitchen 380 2,305 31 1-7 342 1,951 79 91 91
4 Dining 129 4,310 58 1-7 584 3,332 125 156 156
5 Great Room 242 3,758 50 1-8 496 3,698 107 173 173
6 Master Bedroom 218 4,332 58 1-7 559 3,190 624 149 149
7 Master Bath 133 1,366 18 1-2 641 299 57 14 14
8 Mud Room 313 5,227 70 1-4 576 1,072 622 50 50
Zone 1 subtotal 1,620 25,855 346 14,723 1,777 690 690
-Zone 2-
_._...9.._ Basement....._ ......_1,620.........26,.1.68....._.__.......350......_.......1-12... _.632.........10,594.._.._._ ..999_.....:._..496.._......_...__496...
Zone 2 subtotal 1,620 26,168 350 10,594 999 496 496
Duct Latent 368
System 1 total 3,240 52,024 696 21,949 3,144 1,028 1,028
System 1 Main Trunk Size: 11x16 in.
Velocity: 841 ft./min
Loss per 100 ft.: 0.109 in.wg
- _
Note. $Ince the system is muitizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains
at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended
to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which
the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load
Procedure + Excursion" method.
1 u' Cooling Sensible/~afen# Shsible ,Latent_
Net Required: 2.09 87%/13% 21,949 3,144 25,092
1lSBS20111RedirectedFolders ...\Ron Clark Avalon 3695 Lemieux Cir.rhv Monday, December 30, 2013; 11:45 AM
} LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL:
DATE OF SURVEY: 2-
LATEST REVISION:
m
c
as
L
U
O z Q DOCUMENT STANDARDS
/ ❑ 0 • Registered Land Surveyor signature and company
00 D • Building Permit Applicant
,g 0 ❑ • Legal description
19 ❑ ❑ • Address
-.0< 0 D • North arrow and scale
,B ❑ 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
,0' 0 D • Directional drainage arrows with slope/gradient %
Z' 0 ❑ • Proposed/existing sewer and water services & invert elevation
.0"0 0 • Street name
2' ❑ D • Driveway (grade & width - in R/W and back of curb, 22' max.)
,AT 0 0 • Lot Square Footage
❑ ❑ • Lot Coverage
ELEVATIONS
Existing
0 0 • Property corners
0 ❑ Top of curb at the driveway and property line extensions
❑ 0 • Elevations of any existing adjacent homes
,,0' 0 0 • Adequate footing depth of structures due to adjacent utility trenches
0 ❑ • Waterways (pond, stream, etc.)
Proposed
❑ 0 • Garage floor
,B 0 0 • Basement floor
'X 0 D • Lowest exposed elevation (walkout/window)
,@' ❑ ❑ • Property corners
113' ❑ 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ -X 0 • Easement line
0 ❑ • NWL
0 0 • HWL
❑ a ❑ • Pond # designation
0 "3' 0 • Emergency Overflow Elevation
❑ • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y' • Conservation Easements
DIMENSIONS
.2" ❑ 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)
,Y ❑ ❑ • Show all easements of record and any City utilities within those easements
0 ❑ • Setbacks of proposed structure and si setback of adjacent existing structures
❑ ❑ • Retaining wall requirements:
Reviewed By: Date
WFORMStBuilding Permit Application Rev. 11-26-04
u. \[-uiiu r f uitfL lb \D Uu i i u I Lu \Uvvy V uu - 3 -,-I z_).uuy, Z_ z/ Z_ u i u ~J.ui : i o tiiw, o - iiune
Certificate of Survey for: RON CLARK CONSTRUCTION & DESIGN
952.8 Denotes Existing Elevation HOUSE TYPE: TOWNHOUSE FULL BASEMENT WALKOUT Job # 131601.10-125
981.5 Denotes Proposed Elevation Date: 10/29/2013
Denotes Surface Drainage PROPOSED HOUSE ELEVATIONS: GARAGE FLOOR ELEVATION = 889.5 Scale: 1"=20'
O Denotes 1/2" iron pipe set TOP OF FOUNDATION ELEV = 889.8
• Denotes 1/2" iron pipe found. LOWEST FLOOR ELEVATION = 881.1 to
,77 c. B.
~7~ J + FL 886.83 I I I
oc Retaiiiiog Wall Wit! Du..
So ReQui'Qd___,__d - - - EAGAN ENGWEERIN D
LEMIEUX CIRCLE
EX. CB
FL 86 N r s T
OC 96 6C 6,
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PRD SAN.
PRD SAN.
o SERV. 878.0 SERV. 878.0
PROF IDE AND 'I 'FAIN
INL PROTEC I UN'rlL N89°53'33"E ° 106.0
0
FIN TURF IS BL 53.00 e$$%~ 1 0 53.)32.00
N 6 1
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54.50 889.3 _ e$9 889.3 89
~Rr~~ 21.0 0 19.5 ~~p t oP0 /P
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PORCH 88~g PORCH
O ? $°O O
- O 18.0 6683 18.0 889.3 0
cV 886. 9 10
8 886.8 N '
Z (0000 883 8 PROPOSED BUILDING Rio
Lot Area: 6572 S.F. Lot Area: 6572 S.F. f
M W F8-8-3--61 Coverage: 2080 S.F. Coverage: 2100 S.F. 883.6 Z
Z p°p0 °O V' #3578 #3576 880: 0
N I N 880.6 Q
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' 25.00 °I ~v{
EX. STMABOVE col AL--RE 897.85 SPLIT
X x RAIL
X - x
FENCE
T~ O 44 sip c, 66 `~6) O O`),s
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6' s~ 6,R3 EX. STMH 6s s~ a6 6~ 66 0~ 668 0 6e~
RE 872.57 EXISTING STONE RET. WALL 2
EX. FES 661 8609
IE 865.95 53.00 i 861°
53:00.
N8f53'33"E 603106.00 639 -
EDGE OF WATER
Lots 9 and 10, Block 3, PEARLMONT HEIGHTS, Dakota County, MN
I hereby certify that this survey, plan, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Land Surveyor under the
laws of the state of Minnesota.
Oliver Surveying & Engineering, Inc.
12 Oliver Surveying & Engineering, Inc.
By: Rick M. Blom, LS Land Surveying • Civil Engineering- Land Planning
580 Dodge Ave. Elk River, MN 55330. 763.441.2072 fac. 763.441.5665
License No. 21729
www.oliver-se.com
Date: 10/29/2013
Rev.: 12/16/2013 new house
N '
Use BLUE or BLACK Ink
i For Office Use � � i
� � Permit#: � � �
Cl�� Of���I�Il � �. ��
� Permit Fee: �
3830 Pilot Knob Road RECEI,iIED i ,��� ' i
Eagan MN 55122 � Date Received: �
Phone:(651)675-5675 ��(�� ? s �p�� I � i
Fax:(651)675-5694 I Staff:
I I
�________________J. 1' ..
) ��
2014 RESIDENTIAL BUILDING PERMIT APPLICATION ��`� -
�°1
Date: �i�►�i� ►T Site Address: �IN�;C i 'C Unit#: �•
� � ����o �
n «x�� � ��
� � ������ , : Name: �1� ��� C.ov��� � t Phone���'��.•�Q�1• ��0�� ' �
� =w ' a ��4��I� T—
' �����= aaaress i c�ty i z�p:-'l� wl• ��?�1 °�; �.1v��� 1''t� '�'�`Z�_
� ����� � � �� � � �
'��C� et � � ��� ,� Applicant is: �Owner �Contractor � � �
�
���
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��������NI������ ��� Description ofwork: �.0�!✓ �✓C� �1V�iS.� �
r�� '
�_t n��'� � � Construction Cost: Multi-Family Building: (Yes�/No_)
EE�. � ��� v
, �,
�� '� _ ���``� Company: �G�yti� GtS f��V�!'. Contact:
� ���
����� ` Address City:
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���,�rT � ���� State: Zip: � Phone: EmaiL �
������- ��
, ���]ry�i���� � -� License#: �2� Lead Certificate#:�
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
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:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
� u � s� � �d � , �����
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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.gopherstateonecall.ora
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 of plans.
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.
�
X T�'���{�—���Fr `
x
Applicant's Printed Name Ap ican s S' ature
Page 1 of 3
r . � l
J�'7� �j"'t f�',e (J � �,L�
DO NOT WRITE BELOW THIS LINE �°��I �
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
�( New _ Interior Improvement _ Siding _ Demolish Building*
T�
_ 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
Valuation �7 3, �1 �1-�h Occupancy ��G � MCES System
Plan Review Code Edition Zvo� MSj�(� SAC Units
(25%_100%�) Zoning �Q City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Sprinklers
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 HVAC Gas Service Test Gas Line Air Test
Roof:_Ice&Water _Final PooL•_Footings Air/Gas Tests Final
�C Framing Drain Tile
� Fireplace: �Rough In �i4ir Test �Final Siding:_Stucco Lath _Stone Lath _Brick
� Insulation Windows
Sheathing Retaining Wall:_Footings_Backfill_final
Sheetrock Radon Control
Fire Walls Erosion Control
Braced Walls Other:
Reviewed By: , Building Inspector
RESIDENTIAL FEES
Base Fee ��."� ��
Surcharge � �3 � � �� •,�3 °'"`� ��/ � 'Z� '
Plan Review � $�.(,��
MCES SAC
City SAC
Utility Connection Charge
S&W Permit&Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
.
Clty of�����
Address: 3578 Lemieux Circle Permit#: 120177
The following items were/were not completed at the Final Inspection on: �-e jou-e�) �'"� Zf��S�
Ca�pFet� 1r���mplete . '��mments
�d
Final grade - 6"from siding
�
Permanent steps— Garage
Permanent steps— Main Entry
Permanent Driveway �
Permanent Gas
Retaining Wall or 3:1 Max Slope Q(� S((�'l � �E�-�j
o Seeded Lawn
Trail / Curb Damage �
Porch ��.� �
Lower Level Finish �°�
Deck ��
Fireplace 2 J �
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn 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:\Building Inspections\FORMS\Checklists
, �
Use BLUE or BLAC 111/11
C) For Office Use k)6
1411
*#` # *#� Permit#: 7 Vo Il
it, a r Permit Fee:
0.„ j_/ -
$tts "> Date Received:
3830 Pilot Knob Road I Eagan MN 55122 Staff:
Phone:(651)675-5675 I Fax:(651)675-5694
buildinginspections(a�citvofeagan.com
2017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 11-17-2017 Site Address: 3578 Lemieux Circle unit#:
111i H Eric Piepho
h „lu Name: Phone:
etig
3578 Lemieux Circle
�yyype ,, Address/City/Zip:
Applicant is: Owner X Contractor
7� r
Description of work: See Attached Scope
300
Construction Cost: '00 Multi-Family Building: (Yes /No x )
company: Ron Clark Construction Contact: Steve Pittorf
itra r � Address: 7500 West 78th Street city: Edina
• E tra6 file
55439 952-947-3014 stevep@ronclark.com
MN
State: Zip: Phone: Email:
BC - 1220
License#: Lead Certificate#:
If the project is exempt from lead certification, please explain why:
B/J i t,T /./2 „/zj
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:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
Fire Suppression Contractor: Phone:
NOTE `ansa`< uppo 51 'ents.thate.u it of onsiderred to be ° `_f4tz ttr,P s. �r��a d
/: r d as =pt�bir Iia u e o spec h. awote!a?"•',t
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.gopherstateonecall.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 of plan
xSteve Pittorf x
Applicant's Printed Name ,,4pplicant's Signature
Page 1 of 3
DO NOT WRITE BELOW THIS LINE '6.--7C- Lorki l e--t/v 0/4--
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
it. 01 of 2,Plex _ Lower Level _ Pool Accessory Building
WORK TYPES
New Interior Improvement _ Siding _ Demolish Building*
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
Valuation 'SOW Occupancy I at, - 1 MCES System -r,
Plan Review7 Code Edition /0/0 SAC Units -
(25%_100% Zoning ;p,0 City Water
Census Code A/3 Si Stories '-' Booster Pump
#of Units Square Feet PRV �--
#of Buildings I Length "' Fire Suppression Required
Type of Construction 7.13 Width .r
REQUIRED INSPECTIONS
Footings(New Building) eter Size:
Footings(Deck) . Final I C.O. Required
Ifr- Footings (Addition) ,7,✓'Z44. * Final I No C.O. Required
Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test
Roof:_Ice& ater _Final Pool: Footings Air/Gas Tests _Final
Framing V30 Minutes 1 Hour Drain Tile
Fireplace: _Rough In _Air Test _Final Siding: Stucco Lath _Stone Lath Brick_EFIS
Insulation Windows
Sheathing Retaining Wall:_Footings_Backfill_Final
Sheetrock Radon Control
Fire Walls Fire Suppression:_Rough In_Final
Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: G , Building Inspector
RESIDENTIAL FEE
Base Fee $`g'
Surcharge
Plan Review .r'2 5 -
MCES SAC
City SAC
Utility Connection Charge
S&W Permit&Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
chestnut c a m b r o nn e Chestnut Cambronne PA
ATTORNEYS AT LAW 17 Washington Avenue North
Suite 300
/ Minneapolis,MN 55401-2048
AN [ 2U1$ T:612.333.7300
U F:61 2.336.2940
Christopher P.Renz
www.chestnutcambronne.com
crenz@chestnutcambronne.com
January 19, 2018
City of Eagan Via U.S.Mail
Attn: Building Inspections
3830 Pilot Knob Road
Eagan, MN 55122
Re: 3578 Lemieux Circle, Eagan, MN
Dear Sir or Madam:
I am writing to request a copy of the plans and supporting documents that were
submitted with the 2017 Residential Building Permit Application on November 17, 2017,
a copy which is attached hereto. Enclosed please find a check in the amount of$8.00 for
the applicable copy fees.
Please contact me should you have any questions or need anything further.
Very truly yours,
CHESTNUT CAMBRONNE PA
Christopher P. Lenz
Attorney at Law
cc: Eric and Kevra Piepho (by e-mail only)
Sarah B. Bennett, Esq. (by e-mail only)
0-A
I/
ezvy
1-41
474-7677°V
minneapolis I st. pain
P . viet-
• � • RECEIVED
For Office Use f � a
� A2A
� �( SQ!
F'0 :ze:
Date Received: ✓ - itr
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff:
buildinginspections(a�cityofeagan.com L
X,,A1
2018 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: .3 1,Y l r Si Site Address: Unit#:
Name:AkLY ) Poppe4 (?)s--1(05, -'M 1� .%() Phone: C51- C38- 735(0
Resident/
Own r Address/City/Zip: 35-74 3 S7', 3,Sso; 35'76', 357i /-ep'ix(2 X CI1, ivuj f,sizes
Applicant is: Owner X Contractor
A Description of work: is Ft t$TG>NL 1 'Aei 12-f7;47 NT ,GAG- l l
Type of Mori`;;
Construction Cost: SZ 000, OO Multi-Family Building:(Yes ,X /No
Company: I (LI Id P 2 SA!! ( j:S Y A) Contact: --rid
M(�ri-77Z c2 i/
, ejO Mu1.7 lt_`` Address: I7�J J S 5 /U/j 1"7_ /J4,) sir* 11 City: /f ' ?ivtG�t_1i
State:Mt) Zip: ,s-7,3-0(05, Phone: 4..3/ -‘10. ,?l 7Email: r,(j2(,7J 406 Lid et-414-5.'1"S, tail/
License#: Lead Certificate#: AY4
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:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
Fire Suppression Contractor: Phone:
;NOM Plan nd supporting documents that yo submit a m s'idered to be pabii 5 ation. a _ , y .
classifif s non public if t u provides•_
� sans that would perrnr�� icy to conclude that,i d 7:_... k=*,
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.citvofeagan.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.gopherstateonecall.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 approvedplanin the
case of work which requires a review and approval of plans.
Applicant's Printed Name )Pficants Sigpaure
DO NOT WRITE BELOW THIS LINE k{ (..k, i 40 D 6 .
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
_ New _ Interior Improvement _ Siding _ Demolish Building*
_ 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
Valuation J 5^2-) ." Occupancy MCES System
Plan Review Code Edition #44 Z°IS— SAC Units
(25%_100%ld) Zoning ?D City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings '2 Length Fire Suppression Required
Type of Construction ' V 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 Gas Service Test Gas Line Air Test
Roof:_Ice &Water Final Pool:_Footings _Air/Gas Tests _Final
Framing 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In Air Test Final Siding: _Stucco Lath Stone Lath _Brick_EFIS
Insulation Windows
Sheathing 1, Retaining Wall: O Footings ? Backfill O Final
Sheetrock Radon Control
Fire Walls Fire Suppression: Rough In_Final
Braced Walls Erosion Control
Shower Pan Other:
r- - jj
Reviewed By: C ' 17 A,!' 0//
cyn! , Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit&Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
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Jeffrey Wheeler
From: Steve Pittorf <stevep@ronclark.com>
Sent: Tuesday, December 3, 2019 1:11 PM RECEIVED
To: Jeffrey Wheeler
Subject: Cancel Permit# 147404 3578 Lemieux Circle DEC 0 3 2019
Jeff,
At this time Ron Clark Construction will not be performing any additional work at this address. Please cancel permit
#147404. My understanding at this time is the homeowner has contracted with someone else to perform the work.
Thank You
Steve Pittorf
Project Manager
Ron Clark Construction
952-947-3014
stevep@ronclark.com
This email has been scanned for email related threats and delivered safely by Mimecast.
For more information please visit http://www.mimecast.com
1
r For Office Use r A .t�
v 4L
% ��i Permit#: ( /
EAGANPermit Fee: g
RECEIVERDate Received:
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 11I
(651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 DEC 0 2 2019 Staff:
buildinuinspectionst citvofeagan.com
2019 RESIDENTIAL BUILDING PhRMIT APPLICATION
Date: af(?c)-/ Site Address: -72? •�u�i. ��c - MA, nit#:
Name: Phone:
Resident/
Owner Address/City/Zip: .0 Cl`r�'�12D44 rC/ `1TS
Applicant is: Owner Contractor
/I n I n ( _
Description of work: '1—t:%&C) ` 8�w '"osr 3 (
Type of Work _
Construction Cost: # � U • Multi-Family Building: (Yes ✓/No )
Company: f' 1 e-.\-CO rl SSS Contact: j(I'`'N-A
Contractor Address: aCl I toClt- 1 C\ Al v.) City: R i 8-C Lot Y\e.
•
State: '1 IN Zip: fS5,7 Phone: (91).—c9-7c-7/ 1 Email: hr')-f' FA)et. Y""&rngl/.
�Dp
License#: b G 7 03 gq Lead Certificate#: /��' � 8) 7/
If the project is exempt from lead certification, please explain why:
CSI 4/1 �s
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:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
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.citvofeaaan.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.gopherstateonecall.org
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 of ans.
Di Niko R46111€444)
Applicant's Printed Name Applicant's Signature
DO NOT WRITE BELOW THIS LINE .,..5 J 7b 2_C OA / &--
LL
Y 0 I'� / `. _ -•- -
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
New _ Interior Improvement Siding _ Demolish Building*
_ Addition _ Move Building _ Reroof _ Demolish Interior
Alteration Fire Repair _ Windows _ Demolish Foundation
Replace I Repair _ Egress Window _ Water Damage
Retaining Wall *Demolition of entire building-give PCA handout to applicant
DESCRIPTION
Valuation /ad. Occupancy qtr-/ MCES System
Plan Review Code Edition ( 0/q-. SAC Units
(25%_ 100%_) AO Zoning PID City Water —
Census Code 4t 3 y Stories — Booster Pump --
#of Units ) Square Feet - PRV ,
#of Buildings ) Length — Fire Suppression Required —
Type of Construction p Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final/C.O. Required
Footings (Addition) 7,'14TV-'4iL 4 Final/No C.O. Required
Foundation Foundation Before Backfill W HVAC_Service Test Gas Line Air Test_Hood
Roof:_Ice & ater _Final Pool: Footings _Air/Gas Tests _Final
Framing V 30 Minutes 1 Hour Drain Tile
Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS
Insulation Windows
Sheathing Retaining Wall:_Footings_Backfill_Final
3/ Sheetrock Radon Control
Fire Walls Fire Suppression:_Rough In_Final
Braced Walls Erosion Control
,1? Shower Pan Other:
Reviewed By: /i. , Building Inspector
RESIDENTIAL FEE
Base Fee '57
Surcharge
Plan Review 7/0
MCES SAC
City SAC
Utility Connection Charge
S&W Permit& Surcharge
Treatment Plant
Radio Meter Read
Copies
TOTAL
Page 2 of 3
- ..
Client: 11Use., Pmfate, Prepared by: .F., Fo LAL 4 14.
Project: • 57A Len EAR naraz.. Page number: I
6 8:170
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REC Et v ED
FEB 0 6 2020
Jeffrey Wheeler
From: Metro Floors <metrofloorsmn@gmail.com>
Sent: Thursday, February 6, 2020 1:55 PM
To: Jeffrey Wheeler; Dale Schoeppner
Cc: DMITRIY; Eric Piepho
Subject: Additions to permit at 3578 Lemieux Cir
Attachments: Eric Piepro floor leveling stamped plan.pdf; Eric Piepro curbless shower
section.pdf; Eric Piepho section at stair.png; Scope_-_Eric_Piepho_-_Footings.pdf;
Scope_-_Eric_Piepho__Trusses_and_Walls.pdf
Hi Jeff and Dale,
Here are the additions to the permit and supporting engineering/documentation as discussed this morning onsite with
Dale.
1. Non-original Truss web members to be removed
2. Truss reinforcement(kitchen)
3.Joist Header(stair case ceiling) ALL POINT LOADS SHALL
TRANSFER TO BEARING
4.Joist header at stair case (top)
5. Non-load bearing wall to be removed (disconnected from roof truss and install brackets to support the wall)
6. Attic Air Leakage, Bypass Sealing
7. Floor leveling (south wall)
8. Floor drop (shower) FIRE STOP SOFFITS AND ALL
OTHER DEAD SPACES.
9. Replace necessary subfloor(for floor joist repair)
10. Footings (party wall,fireplace wall) -the engineering for this is in a report attached.After more discoveries, the fix is
modified for which I will forward the email to you from the engineer)
11.Spray foam insulation (outside walls)
REVIEWED PLANS MUST
REMAIN ON JOB SITE
Any changes to these plans
Thank you, shall be submitted for rcvi :W
Victor prior to in/plgmentr' tion. v '
612-275-7131 OA-4 APW1 7' L�MdT'
Dima /593/et
612-3828174
EAGP N
REV E' ED
BY: r
SEPARATE PERMITS ARE
EGU►RED FOR ANY ELKIWiti. DATE: /A/oZ0$�O
OR PLUMBING BUILDING INSPECTIONS DIVISION
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Non-Load Bearing Wall to be Removed
The existing wall is not load-bearing and .1001".
can be removed without affecting the
structural system of the building. You
might experience cracking in the ceiling
after removing the wall, especially after
the first heavy snowfall.This is not a
structural concern; the ceiling is just
readjusting to the new environment.
•Figure 6:Wall to be Removed
Non-Load Bearing Wall to be Removed
The existing wall is not load-bearing and
can be removed without affecting the • '�'
structural system of the building. You f r �w" '
might experience cracking in the ceiling4•14
after removing the wall, especially after
the first heavy snowfall.This is not a
structural concern; the ceiling is just
readjusting to the new environment.
,t ;a
Figure 7:Wall to be Removed
Ceiling Cracking is most likely caused by an inadequate attic system. When the conditioned air
in the home enter the unconditioned attic, it can create elevated humidity levels. The elevated
humidity is then absorbed by the wood truss members, causing differential expansion of the
wood. This differential expansion can then cause the brittle drywall panels to crack.To reduce
this effect from happening the attic system should be properly designed including:
Complete Building Solutions • 2525 Nevada Ave North • Suite 302• Golden Valley, MN 55427
• C O N r l £ 1 F
BUIL DIN
SOLUTIOII
• Sealing all attic air-barrier bypass, any break in the ceiling drywall, including but not
limited to:
o Light fixtures
o Vents
o Top of interior walls
• Providing proper wind-wash barrier along the soffit edges
• Provide a minimum of 1-inch ventilation channel from roof truss to roof truss, ensuring
no insulation touches roof sheathing
• Provide a minimum area of ventilation of 15square feet, with a minimum 6square feet
for intake and a minimum 6square feet for exhaust
• Provide sufficient insulation for R-49
• Ensure that the garage attic does not communication with the house attic
If you have any questions or comments, please feel free to contact Complete Building Solutions
at 763-544-3355 or email Rob@CBSmn.com .
Yours truly, f• stt
herebytoffee that t
plan,ea e aWeic (74;44."."`"4 sf000tee by roe Tr rear r£y igr£�t uitewm+uttrl aad that f afo
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Stephen Hammill, P. E. Srgneture_
TypesTlast Printed No w•S *Midi
MN License#48070 try+r_ 1/29/2020 ter tiu airerr 7(1
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January 29, 2020
Eric Piepho email: ericpiepho@vahoo.com
3578 Lemieux Circle,
Minneapolis, MN RECEIVED
FEB 0 6 2020
Re: 3578 Lemieux Circle, Minneapolis, MN
Dear Eric Piepho:
An engineer from Complete Building Solutions (CBS) inspected your home's floor truss system,
attic trusses, non-load bearing walls and attic system. Our findings are summarized below.
A non-intrusive investigation was performed, as many of the structural members were hidden,
some assumptions based on traditional construction methods and visible members were taken.
All measurements provided are the max allowable length/height (due to construction
renovation variables that occur) and exact member measurements shall be field verified. Please
hire a qualified contractor to perform the work.
During our inspections we took measurements and pictures to record our findings. We have
developed the following scope of work for you.
Non-Original Truss Web Member to be Removed
For some reason additional angled
braces were added to the attic trusses, r
these additional web members have
changed the structural profile for the ,
attic trusses and should be removed.To
remove the web members, the 4
homeowner can just cut near the ends 1
and remove the middle section. ri
1
'd
• ....
a i r P.
Figure 1:Web Member to be Removed
Complete Building Solutions•2525 Nevada Ave North •Suite 302 •Golden Valley, MN 55427
• C o M P L f T F
BUILDING
SOLUTIONS
TRUSS REINFORCEMENT SCOPE
REINFORCEMENT
PER REPORT
SIMPSON SOS
SCREWS PER "� A
REPORT a P1
PA 7.
►t
EXISTING TRUSS x °` e ,...
., /
CONTINUOUS
j " ,
STRAP PER
REPORT
_I_17-
Figure 2:Generic Truss Reinforcement Detail
Figure 3:Truss to be Reinforced
• Reinforcement: 2x4 Each side of top chord;SPF; Full Length
fu• o Simpson SDS screws Y."0 x3" at 12" O.C.
tti• • Bottom Chord Strap: CMST14 Coiled Strap, Simpson Strong-Tie,full length
o Fasteners: 0.148"x11/2", every-other round hole,full length
Joist Header Scope
.„LENGTH (nut vcRDrr).-- t.
r-JOIST H.M fP Hll]I HANjaI V_..
ill 11 II11II ll
,
. i
NEV .015*
JOIST HA*K�FR
... t
MZADEg EXIST ...msiS,
{ cuT BEvOKII
Figure 4:Generic Joist Header Frame Figure 5:Joists Header Location
• Joist Header Size: (2)1.75x5x5 LVL 1.9E, 2850Fb;4'-6”max length
713- o Joist Hanger: LUS44 Hanger, Simpson Strong-Tie or equivalent
o Blocking: 2x solid piece blocking between truss ends,toe-nailed on sides
Complete Building Solutions• 2525 Nevada Ave North •Suite 302•Golden Valley, MN 55427
FEB 0 6 2020COMDLSTS
BUILDING
SOLUTIONS
Attic Air Leakage, Bypass Sealing
The following are the building codes associated with sealing attic bypasses.This should help you
work with your insulator to get all the areas called out for sealed.
Included are the building codes involving sealing the ceiling-attic bypasses.
MEC2015— Minnesota Energy Code 2015—Residential Section
MRBC2015— Minnesota Residential Building Code 2015
According the Minnesota Energy Code—Residential Section:
Insulation Requirement R-Value
Per Table R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
Minimum R-Value for Climate Zone 6(Twin Cities Region) = R-49
The attic MEC2015
insulation shall R402.2 Specific insulation requirements (Prescriptive).
extend to the top- In addition to the requirements of Section R402.1, insulation shall meet
plate of the the specific requirements of Sections R402.2.1 through R402.2.12.
exterior wall, an R402.2.1 Ceilings with attic spaces.
uncompressed When Section R402.1.1 would require R-38 in the ceiling, R-30 shall
R-38 value is be deemed to satisfy the requirement for R-38 wherever the full height
required at the of uncompressed R-30 insulation extends over the wall top plate at the
eaves. Similarly, R-38 shall be deemed to satisfy the requirement for
exterior walls. R-49 wherever the full height of uncompressed R-38 insulation extends
over the wall top plate at the eaves. This reduction shall not apply to
the U-factor alternative approach in Section R402.1.3 and the total UA
alternative in Section R402.1.4. (Reference Figure 3).
The soffit/eave/ MEC2015
cornice vents and R402.2.3 Eave baffle (Wind Wash Barrier).
wind wash barrier For air permeable insulations in vented attics, a baffle shall be installed
shall have a clear adjacent to soffit and eave vents. Baffles shall maintain an opening equal
or greater than the size of the vent. The baffle shall extend over the top of
ventilation the attic insulation. The baffle shall be permitted to be any solid material.
pathway, 1-inch (Reference Figure 3).
minimum in depth
and full width of MEC2015
the vent. No R806.3 Vent and insulation clearance.
Where eave or cornice vents are installed, insulation shall not block the
insulation shall free flow of air. A minimum of a 1-inch (25 mm) space shall be provided
interfere with the between the insulation and the roof sheathing and at the location of the
ventilation or vent.
touch the roof
sheathing
Complete Building Solutions - 2525 Nevada Ave North • Suite 302 •Golden Valley, MN 55427
COMIDLE 1 F.
BUILDINC
Sof J Y p 0 N
Air leakage shall MEC2015
be limited R402.4 Air leakage(Mandatory).
throughout the The building thermal envelope shall be constructed to limit air leakage in
accordance with the requirements of
building with a Sections R402.4.1 through R402.4.4.
continuous air
barrier R402.4.1 Building thermal envelope.
incorporated in The building thermal envelope shall comply with
the exterior Sections R402.4.1.1 and R402.4.1.2. The sealing methods between
dissimilar materials shall allow for differential expansion and
thermal envelope contraction.
including, but not
limited to: R402.4.1.1 Installation.
unconditioned The components of the building thermal envelope as listed in
Table R402.4.1.1 shall be installed in accordance with the
attic space; manufacturer's instructions and the criteria listed in
junction of top Table R402.4.1.1, as applicable to the method of construction.
plate and top of Where required by the code official, an approved third party shall
exterior walls; inspect all components and verify compliance.
recessed light TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION
fixtures. COMPONENT CRITERIA,
A continuous air barrier shall be installed in the
Air barrier building envelope.
The thermal Exterior thermal envelope contains a continuous air
envelope in the and barrier.
thermal Breaks or joints in the air barrier shall be sealed.
attic contains barrier
areas of non- Air-permeable insulation shall not be used as a
continuous air sealing material.
barriers,gaps in The air barrier in any dropped ceiling/soffit shall be
Ceiling/ aligned with the insulation and any gaps in the air
the ceiling drywall, barrier sealed.
that shall be attic Access openings, drop down stair or knee wall
sealed. doors to unconditioned attic spaces shall be sealed.
Corners and headers shall be insulated and the
junction of the foundation and sill plate shall be
sealed.
The junction of the top plate and top of exterior
Walls walls shall be sealed.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Knee walls shall be sealed. (Reference Figures 3 &
4)
Recessed Recessed light fixtures installed in the building
lighting thermal envelope shall be air tight, IC rated, and
sealed to the drywall.
Complete Building Solutions• 2525 Nevada Ave North •Suite 302•Golden Valley, MN 55427
E O
FEB 0 6 2020
• COM P l c T L
BUILDING
SOLUTIONS
R402.4.1.2 Testing.
The building or dwelling unit shall be tested and verified as having
The maximum an air leakage rate of not exceeding 5 air changes per hour in
Climate Zones 1 and 2, and 3 air changes per hour in Climate
allowable air Zones 3 through 8. Testing shall be conducted with a blower door
changes per hour at a pressure of 0.2 inches w.g. (50 Pascals). Where required by
for the home shall the code official, testing shall be conducted by an approved third
be 3, the home party. A written report of the results of the test shall be signed by
shall be tested and the party conducting the test and provided to the code official.
Testing shall be performed at any time after creation of all
verified with a penetrations of the building thermal envelope.
written report
provided R402.4.4 Recessed lighting.
Recessed luminaires installed in the building thermal envelope shall be
sealed to limit air leakage between conditioned and unconditioned
spaces. All recessed luminaires shall be IC-rated and labeled as
having an air leakage rate not more than 2.0 cfm (0.944 L/s) when
tested in accordance with ASTM E283 at a 1.57 psf(75 Pa) pressure
differential. All recessed luminaires shall be sealed with a gasket or
caulk between the housing and the interior wall or ceiling covering.
(Reference Figure 1).
M EC2015
Where to find the R201.3 Terms defined in other codes.
term definitions Terms that are not defined in this code but are defined in the International
Building Code, International Fire Code, International Fuel Gas
Code, International Mechanical Code, International Plumbing Code or
the International Residential Code shall have the meanings ascribed to
them in those codes.
Definitions: MEC2015
AIR BARRIER. Material(s) assembled and joined together to provide a
barrier to air leakage through the building envelope. An air barrier may be
Exterior Thermal a single material or a combination of materials.
BUILDING THERMAL ENVELOPE. The basement walls, exterior walls,
Envelope floor, roof, and any other building elements that enclose conditioned
space or provides a boundary between conditioned space and exempt or
unconditioned space.
CONDITIONED SPACE. An area or room within a building being heated
or cooled, containing uninsulated ducts, or with a fixed opening directly
into an adjacent conditioned space.
Air Barrier CONTINUOUS AIR BARRIER. A combination of materials and
assemblies that restrict or prevent the passage of air through the building
thermal envelope.
Complete Building Solutions • 2525 Nevada Ave North • Suite 302 • Golden Valley, MN 55427
• COMPLIII
B U l l D t N S
SOLUTIONS
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Figure 3:MEC2015-R402.2.1,MEC2015-R402.2.3,MEC2015-R402.4.1.1::Wind Wash and Top of Exterior Wall Sealing:Clear
off all blown insulation;Provide OSB Blocking at exterior face of wall,keeping minimum 1-inch ventilation gap,Flash spray
minimum 1-inch across all wood and minimum 1-inch onto drywall,but do not spray into ventilation gap
y f' ,
Figure 4:MEC2015-R402.4.1.1::Top of Interior Wall Sealing:Clear off all blown insulation;Flash spray minimum 1-inch across
all wood and minimum 1-inch onto drywall
Complete Building Solutions•2525 Nevada Ave North•Suite 302 • Golden Valley, MN 55427
RECEIVED EQEgED
FEB 0 6 2070
éOMPLIITI
BUILDING
SOLUTIONS
After the bypasses have been sealed, CBS recommends obtaining a copy of the air leakage/air
exchange report.
If you have any questions or comments, please feel free to contact Complete Building Solutions
at 763-544-3355 or email Rob@CBSmn.com .
Professional Engineer
You t uI I hereby certify that this plan,specification,or report was
yi prepared by me or under my direct supervision and that I am
a duly Licensed Professional Engineer under the laws of the
state of Minne§gitf.
Stephen Hammill, P. E.
Typed or Printed f4ame:Stephen Hammill
MN License#48070 Date:_ 5/15/2019 License Number:48070
Complete Building Solutions•2525 Nevada Ave North•Suite 302•Golden Valley, MN 55427
Client: AC,,, PiG Prepared by: 33, Pb LALzi v-
Project: 3.57g EUK & ,a., Page number: o a f
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SOLUTIOPS
January 24, 2020
Eric Piepho email: ericpiepho@yahoo.com
3578 Lemieux Circle,
Minneapolis, MN RECEIVED
FEB 0 6 2020
Re: 3578 Lemieux Circle, Minneapolis, MN
Dear Eric Piepho:
An engineer from Complete Building Solutions (CBS) inspected your home's foundation issues.
Our findings are summarized below.
A non-intrusive investigation was performed, as many of the structural members were hidden,
some assumptions based on traditional construction methods and visible members were taken.
All measurements provided are the max allowable length/height (due to construction
renovation variables that occur) and exact member measurements shall be field verified. Please
hire a qualified contractor to perform the work.
During our inspections we took measurements and pictures to record our findings. We have
developed the following scope of work for you.
Interior Bearing Wall Footing, Eccentric Loading Upgrade Scope
EXISTING WALL
EMBEDMENT
PER REPORT
REINFORCEMENT
PER REPORT •
r
,1 -• t.J,.4µi • «.. -
0
Figure 4:Footing to be Reinforced
Figure 3:Generic Footing Detail
• Footing Dimensions: D=8", B=6";f'c=2500 psi
.- • Reinforcement:
o #4 at 9" O.C. transversal embedment= 5"with Hilti Hit HY-200 Epoxy;
o #4 continuous longitudinal.
Complete Building Solutions ■ 2525 Nevada Ave North -Suite 302 •Golden Valley, MN 55427
• C O M P L E T E
B U I L D I N G
SOLUTIONS
Party Wall Footing Scope Option 1
'f --
WALL
EXISTING PARTY
•
LONGITUDINAL t ;'
REINFORCEMENT
PER REPORT - _
TRANSVERSAL
REINFORCEMENT
PER REPORT ,..
CHAMFER SO
NEIGHBOR WALL
o
lErd DOES NOT
BEAR ON
I� FOOTING
B Y
Figure 5:Generic Footing Detail
Figure 6:Footing to be Reinforced
j • Footing Dimensions: D=8'; B=1'-4";
zA o Longitudinal Reinforcement:(3)-#3 continuous, embed 6-inches into
existing footing, 12-inch overlap;
2 . o Transversal Reinforcement:#4 at 9"O.C.
Party Wall Footing Scope Option 2
Ar
EXISTING PARTY
WALL
LONGITUDINAL
REINFORCEMENT reAt'''''''
-:'
PER REPORT
• TRANSVERSAL
REINFORCEMENT
PER REPORT
oMin .
I
Figure 8:Footing to be Reinforced
Figure 7:Generic Footing Detail
• Footing Dimensions: D=8" B=1'-8";
w o Longitudinal Reinforcement:(3)-#3 continuous, embed 6-inches into I
a existing footing, 12-inch overlap; I
g o Transversal Reinforcement:#4 at 9"O.C.
Complete Building Solutions . 2525 Nevada Ave North -Suite 302• Golden Valley, MN 55427
t �
s • CON P LE T E
BUIL DING
SOLUTIONS
RECE VED
FEB 0 6 2g?1)
If you have any questions or comments, please feel free to contact Complete Building Solutions
at 763-544-3355 or email Rob@CBSmn.com .
Yours truly,
Stephen Hammill, P. E.
MN License#48070 etainasoushom
I mow oarte*r teat Otis pm sPiclac.fion.or report w s
Orrp•rod M Noe ar ander+or db*R supervision and that tono
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1/24/2020 Ixenaetiaaber. 70
Complete Building Solutions•2525 Nevada Ave North •Suite 302•Golden Valley, MN 55427
Jeffrey Wheeler
From: Metro Floors <metrofloorsmn@gmail.com>
Sent: Thursday, February 6, 2020 1:57 PM LL L E P Q'E Q
To: Jeffrey Wheeler; Dale Schoeppner
Subject: Fwd: Footings FEB 0 6 ? 7I)
From: Bruce Polaczyk, PE<bruce@cbsmn.com>
Sent:Thursday, February 6, 2020 7:48:35 AM
To: Eric Piepho(ericpiepho@vahoo.com)<ericpiephota vahoo.com>
Cc: DMITRIY<dema3@msn.com>;Stephen Hammill, PE<Stephen@cbsmn.com>; Robert Vassallo<rob@cbsmn.com>
Subject: Footings
All,from my standpoint here is my opinion of the footings.
As far as the 6"depth, I checked the code to determine what the minimum depth is for a strip footing.The code doesn't
address strip footings but it does read that the minimum depth for a spread footing(an isolated footing supporting a
point load)shall be 6".
I ran a calculation on the amount of load that a 6" depth footing could support before the footing would develop a shear
crack for the party wall using a 22"W and 6"D footing and a soil support capacity of 2000 psf and a concrete strength of
3500 psi. It will support between 3500#and 4000#per lineal foot which is larger than the current load on the footing.
I concur with Steve's recommendations for the fix.
As he points out rebars should be inserted into each section of the footing (7%"foundation wall and strip footing)and
epoxied.
I would use 2#5 bars and lap the bars 15".
Bruce
1
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA160750
Date Issued:04/09/2020
Permit Category:ePermit
Site Address: 3578 Lemieux Cir
Lot:9 Block: 03 Addition: Pearlmont Heights
PID:10-56950-03-090
Use:
Description:
Sub Type:Residential
Work Type:Alteration
Description:Fixtures
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Eric S Piepho
3578 Lemieux Cir
Eagan MN 55122
Voda Plumbing
6417 Penn Avenue South, Suite 4
Richfield MN 55423
(612) 282-9036
Applicant/Permitee: Signature Issued By: Signature