3579 Lemieux CirCity of 6ap
Address: 3579 Lemieux Cir
Zip: 55122 Permit #: 99583
The following items were / were not completed at the Final Inspection on: l,21(
Final grade - 6" from siding
Permanent steps — Garage
Permanent steps — Main Entry
Permanent Driveway
Permanent Gas
Retaining Wall or 3:1 Max Slope
Sod / Seeded Lawn
Trail / Curb Damage
OINAA
Porch
Lower Level Finish
Deck
Fireplace
• 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: <�
r�
G:\Building Inspections\FORMS\Checklists
Peggy Fleck
From:
Sent:
To:
Cc:
Subject:
Morning Peggy,
kevint@ronclark.com
Wednesday, July 13, 2011 9:18 AM.
Peggy Fleck
Scott Holt
Sewer and water
Please change the sewer and water contractor for 3581 ad 3579 Lemieux Circle to Arkay's. We
are not going to use Stocker on these two units
Sorry for the mix up.
Please call with any questions.
Thank you
Kevin T.
Sent on the Sprint® Now Network from my BlackBerry®
1
a 7 g Z6712 i c-tx
154:-ggs _ -Z632'57
SSS � d» -
Cit of Ea ag r
37 Permit#: 1160
b �/ Permit Fee: /l 7:9-3,51
Use BLUE or BLACK Ink
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675 JUN 6 2011 CLIA"
`Staff:
Fax: (651) 675-5694 S� (� q� � �j
2010 RESIDENTIAL BUILDING PERMIT APPLICATION
Date:Co dol f Site Address: 5511 .'1'1IVO iC G�R- . (p/"
Date Received:
Tenant: Suite #:
RESIDENT / OWNER
Name: C.1 -4a -k• c.Dt.iSp j, 104 Phone:972 q' 1 . 30
-1P3T44 41--5421
Address / City / Zip:1 1.4 ST - 47II+IA ,1AU
Applicant is: ',Owner VContractor
TYPE OF WORK
Description of work: 1.4'ZIs4 1"141.1- c*1E$
Construction Cost: S. I:12 .000 Multi -Family Building: (Yes / No )
CONTRACTOR
Name: iU k C.s�4 rFu ll crtd License #: 12.20
Address: '1 0 I.4.1 -1g1-1-I S`[- City: .01:7I4 --IA
i54..":1
State: t' 1 L1 Zip: Phone: t Z _ R4'1. 30'38
contact: 1-14641¢5 17 ..,J IIC. Email: 112- cc* --.1G . C.. "ti
COMPLETE
In the last 12 months, has
_Yes ✓No If yes,
THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
the City of Eagan issued a permit for a similar plan based on a master plan?
and address of master plan:
date
Licensed Plumber: t..l>4....k —12... *r(' .1.4 - Phone: '41`5Z. 44' .40692.
Mechanical Contractor: \1I1. -L- 1.4 T1 6-1.6 Phone: CI' 52 . ego. expos
Sewer & Water Contractor:
S1 WcA. /, fls q Phone:1,2.01o.4241
NOTEPlans and supporting documents] that you submit are considered to be public information Portiosnof
`the informatinomaybe class�n
edas on, public - o
rf yu prow de spec c�reasons,that wouldpermit the Crit'
1,-,,, n 1 .a conclude_ that- they are tradeFsecrets� i - ,
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.00pherstateonecall.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 p s.
x I-dA41E7lE7 1'I
Applicant's Printed Name
Iica s Si`grfature
etZ c
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation
Single Family
Multi
01 of �.Piex
Accessory Building
WORK TYPES
New
Addition
Alteration
Replace
— Retaining Wall'
DESCRIPTION
Valuation
Plan Review
(25%_ 100% )
Census Code
# of Units
# of Buildings
Type of Construction
Fireplace
_ Garage
Deck
Lower Level
Interior Improvement
_ Move Building
Fire Repair
_ Repair
DI
v6
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
X, Foundation
Drain Tile
Roof: Ice & Water _Final
Framing
Fireplace: Rough In 4CAir Test
Insulation
Meter Size:
Reviewed By:
Porch (3 -Season)
Porch (4 -Season)
Porch (Screen/Gazebo/Pergola)
Pool
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
_ Siding
Reroof
Windows
Egress Window
Storm Damage
Exterior Alteration (Single Family)
_ Exterior Alteration (Multi)
Miscellaneous
Demolish Building*
Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building — give PCA handout to applicant
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Sheetrock
Final / C.O. Required
Final 1 No C.O. Required
HVAC
Other:
Pool: _Footings _Air/
Siding: _Stucco Lath
Windows
Tests _Final
Brick
Retaining Wall: _ Footings _ Backfill — Final
`"Radon Control
x Erosion Control
Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
66-5 01„ . 1.5-93 x'6.o= , 09,0F /rx9o,��-13 3.„„
/r9S /1/ 23.= It
6iiti C 69I
(OOflt,hL. / L/7 j� o//c5
dJ f ;-Pa;4 2 of 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
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.
Date Certificate Posted
Mailing Address of the Dwelling or Dwelling Unit
Avalon 3.55-11 LEVIt' JX Gjg-
City
EAGAN
Name of Residential Contractor
RON CLARK CONSTRUCTION
MN License Number
1221
Ron Clark
Construction &
Design
THERMAL ENVELOPE
RADON SYSTEM
Insulation Location
Type: Check All That Apply
X
Passive (No Fan)
Non or Not Applicable
Fiberglass, Blown
Fiberglass, Batts
Foam, Closed Cell
Foam Open Cell
Mineral Fiberboard
Rigid, Extruded Polystyrene
Other Please Describe Here
Below Entire Slab
Foundation Wall
5
X
Type in location: exterior
Perimetei
Rim Joist (Foundation)
10
X
Type in location: interior
Rim Joist (14 Floor)
1
0
X I'
Type in tocation: interior
Wall
19
X
44
X
Ceiling, vaulted
44
X
X
Bay Vindows or cantilevered as
40
X
with R 10
.............._.____.
rigrd:::
Bonus room over garage
X
cribs other irlstilatetl 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 m conditioned space
Solar Heat Gain Coefficient (SHGC):
0.35
R -value
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
ELECTRIC
Passive
Manufacturer
BRYANT
Marathon
BRYANT
Powered
Model::
340AAV036080
MR105245
113ANA030
Interlocked with exhaust device.
Describe:
Rating or Size
Structure's Calculated::
Efficiency
Input in
BTUS:
Heat Ln
AFUE or
HSPF%
80,000
580
92%
Capacity in
Gallons:
105
Output in
Tons:
SEER:
2.5
25,859.
13
Other, describe:
Location of duct or system:
Basement
Calculated
cooling load:
27,400
Cfm's
" round duct OR
Mechanical Ventilation System
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Select Type
" metal duct
Combustion Air Select a Type
Not required per mech. code
X
Passive 6"
X
Heat Recover Ventilator (HRV) Capacity in cfms:
Low:
117
High:
185
Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfms:
Low:
High:
Continuous exhausting fan(s) rated capacity in cfms:
Location of duct or system:
Basement
Location of fan(s), describe:
Cfm's
Capacity continuous ventilation rate in cfins:
" round duct OR
Total ventilation (intermittent + continuous) rate in cfms:
" metal duct
Created by BAM version 052009
Le --(4 6-cvc
Burnsville Heating & Air Conditioning
3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337
Phone 952-894-0005 — Fax 952-894-0925
A
Site address
Contractor
Section A
Square feet (Conditioned area including
Basement –finished or unfinished)
Number of bedrooms
Ventilation, Makeup and Combustion Air Cakulations
Submittal Form For New Dwellings
BURNSVILLE HEATING & NC, INC
34b1 W. bumsvlite Parkway
Suite 120
Burnsville, MN 55337 Ventilation Quantity
(Determine quantity by using Table N11044 or Equation 11-1)
3 Z Total required ventilation
completed
By I sflc(l0c-3
3 Continuous ventilation
Date
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
Conditioned space (in
sAttl
-
1501-2000
2001-2500
2501-3000
3001-
3301-4000
4001-4500
4501-5000
5001-5500
5501-6000
1 12
4
5 6
I 60/48
Total/ Total/ Total/ Total/ Total/ Total/
Cce continuo cosiiin is continuous continuous continuous
75/49 9V/45 105/53 1217/E50 135/68'
70/40 85/43 100/50 115/58 130/65 145/73
80/40 95/48 110/55 125/63 140/70 155/78
90/45 105/53 120 .' 135/68 150/75 165/83
100/50 115/58 130/65 145/73 160/80 175/88
110/55 125/63 1400 155/78 170/85 185/93
120/60 135/68 150/75 165/83 180/90 195/98
130/65 145/73 160/80 175/88 190/95 205/103
140/70 155/78
170/85
150/75 165/83
180/90
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 toequal the totalventilation rate average,
for each one -hoar period according to the above table or equation.. For heat recovery: ventilators (HRV) and energy recovery ventila-
tors (ERV) the average hourly ventilation capacity must be determined in consideratkon of any reduction of exhaust or out 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 con-
tinuous 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.
0:1SAFETY1JKIVenl-makeup-comb alr submittal (2).docx gage + of e
185/93 1200/100 ( 215/108
195/98 210/105 1 225/113
i
Section 8
Ventilation Method
(Choose either balanced or exhaust only(
NI Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only
ery Ventilator) - cfrn of unit In low must not exceed continuous vent!- Continuous fan rating In cfm
latlon rating by more than 100%.
low cfm: ( ' +� High cfm: Continuous fan rating in cfm (capacity
I must not exceed
continuous ventilation rating by more than 100!6)
Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's.
Enter the low and high cfm amounts. Low cfm 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
Description
Ventilation Fan Schedule
Location
Continuous
Intermittent
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 Au& 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
(Desccribee operation and control of the continuous and intermlttent ventilation)
l". 1�4� �T i-st�f %pCsa. Lt►.J
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 on 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 cafculatlons from Table 501.3.1)
Powered (determined from calculations from Table 501.3.1)
Interlocked wkh exhaust device (determined from calculation from Table 501.3.1)
Other, describe:
Location of duct or system ventilation make-up airrDretermined from
r Me open ,
am I Size and type (round, rectangular, flex or rigid)
(NR means not required)
$e
''c^ vGOs`
Directions - In order to determine the makeup air, Table 50.1.3.1 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 MC 501.3.3. Please note, If the makeup air quantity is negative, no additional makeup air will be re-
quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cf n, 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 IMC501.3.2.3.
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 power
vent or direct vent ap-
planes or no combus-
tion appliances
Column A
One or multiple fan-
assisted appliances and
power vent or direct vent
appliances
Column B
One atmospherically vent
gas or oll appliance or
one solid fuel appliance
Column C
Multiple atmospherical -
ly vented gas or ell
appliances or solid fuel
appliances
Column D
1.
a) pressure factor
(cfm/st)
0.15
0.09
0.06
0.03
b) conditioned floor area (sf) (including
unfinished basements)
3Z5 Z
Esti ated House Infiltration (cfm):11a
4111i C
Zj i o
2. Exhaust Capadty
a) continuous exhaust -only ventilation
system (chn); (not applicable to ba-
lanced venttiationsystems such as
HRV)
.
b) clothesdryer(cfm)
135
135
135
135
c) 8O% of largest exhaust rating (dm);
Kitchen hood typically
(not applicable If recirculating system
or if powered makeup air Is electrically
Interlocked and match to exhaust)
TIO
d) 80% of next largest exhaust rating
(dm); bath fan typically
(not applicable If recirculating system
or if poweratimuitetmairisrisartcagy
to
Not
Ape
Total Exhaust Capacby 1 );
(2a+2b+2c+2d)
375
3. Makeup Alr Quantity (dm)
a) total exhaust capacity (from above)
375-
b) estimated house infiltration (from
above)
4117,
Makeup Air Quantity (dm);
f3a —314
(If value Is negative, no makeup air Is
needed)
---' f ZkS
-
4. For makeup Mr Opening Sizing, refer
to Table 50L4.2
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 It there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be In-
cluded.)
Rise thlscakunn ¥r there alone aticitaviverkaily waned (otAer than Pan -amine* ttitcm-kelapplience pet as venting system «oae solid h ei apisI anc
r.
0. Use thls:column it there multiple atmospherically vented•gas•or=oil appliances using common vent or if there ate attnospherically vented'gasor oil
appiianr. es and load fled appites.
Page of 6
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
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 duct allowable.
8. if flexible duct Is used, Increase the duct diameter by one inch. Fie3dbie duct shailbe stretched with minimal sags. Compressed duct shah not be accepted.
C. Barometric dampers are prohlblted in passhre makeup air openings when any atmospherically vented appliance 1s Installed.
D. Powered makeup air shaft be eiectricafty interlocked with the largest exhaust system.
Sections F
111 Combustion air
/)—Not required per mechanical code (No atmospheric or power vented appliances)
1_
Pasete if-SCitieem x E, 3> 1 arnf Type
Clever, emalbe."
Explanation - /f no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented
or atmospherically vented appliance Installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus-
tion alr vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
all; 4 r
One or multiple power
vent, direct vent ap-
pftances, or no combus-
tion appliances
Column A
One or multiple fan-
assisted appliances and
power vent or direct
vent appliances
Column 8
One atmospherically
vented gas or oil ap-
finance or one solid fuel
appliance
Column C
Multiple atmospherically
vented gas or oil ap-
pllances or solid fuel
appliances
Column 0
Duct di-
ameter
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
w/motorized damper
318-419
196-258
136-179
84-110
9
Passive opening
w/motorized damper
420 —539
259 — 332
180— 230
111-142 110
Passive opening
w/motorized damper
540-679
333-419
231-290
143-179
11
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 duct allowable.
8. if flexible duct Is used, Increase the duct diameter by one inch. Fie3dbie duct shailbe stretched with minimal sags. Compressed duct shah not be accepted.
C. Barometric dampers are prohlblted in passhre makeup air openings when any atmospherically vented appliance 1s Installed.
D. Powered makeup air shaft be eiectricafty interlocked with the largest exhaust system.
Sections F
111 Combustion air
/)—Not required per mechanical code (No atmospheric or power vented appliances)
1_
Pasete if-SCitieem x E, 3> 1 arnf Type
Clever, emalbe."
Explanation - /f no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented
or atmospherically vented appliance Installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus-
tion alr vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
all; 4 r
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 4Is required to be filled out.
IFGC Appendix E, Worksheet E-1
Residential Combustion Alr Calculation Method
(for Furnace, Boller, and/or Water Heater In the Same Space)
Step 1: Complete vented combustion appliance Information.
Furnace/Boller:
Draft Hood _ Fan Assisted Z((llrect Vent Input: go, 000 Btu/hr
or Power Vent
Water Heater:
_ Draft Hood .Fan Assisted _ Direct Vent Input: No,1 Btu/hr
or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. 39
The CAS Includes as spaces connected to one another by code complant openings. CAS volume:
2.o xz5X-9
Step 3s Determine Alr Changes per Hour (ACH)1
Default ACH values have been Incorporated Into Table E-1 for use with Method 4b (KAIR Method).
If theyear of construction or ACH Is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Alr. (DO NOT COUNT DIRECT VENT APPLIANCES)
Aa. Standard Method
Total Btu/hr input of alt 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 fess then TRV then go to STEP 5.
4b. Known Air fnfiftnation Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIAKIN
Total Btu/hr input of as fan -assisted and power vent appliances Input '10400 Btu)hr
Use Fan -Assisted Appliances column In Table E-1 to find RVFA: 3( Coo ft3
Required Volume Fan Assisted (RVFA)
Total Btu/hr Input of ail Natural draft appliances Input: 0 Btu/hr
Use Natural draft Appliances column In Table E-1 to find RVNFA: !tom 1✓ ft3
Required Volume Natural draft appliances (RVNDA)
Total Required Volume ITRVI=uvea. Rune TRv- 7 7 + ev 040E" = 3dero TRV ft3
If CAS Volume (from Step2) kAs's thrroTRV then go to STEPS.
Step 5: Cakulate the ratio of available Interior volume tothe total required volume.
Ratio = CAS Volume (from Step 2) dMded by TRV (from Step 4a or Step 4b) J
Ratio = 39/4 / 3 ea) = 1. 3Z
Step 6: Calculate Reduction Factor (RF).
ZStepRF =imbrue Ratio RF=1- 1. 3Z. _ — . 3Z -
Step 7: Calculate single outdoor opening as If alt combustion ah is from outside.
Total Btu/hr Input of all Combustion Appliances In the same CAS Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Alr Opening Area (CAOA):
Total Btu/hr divided by 3000 Btu/hr per in3 CAOA = / 3000 Btu/hr per Ina = In3
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in°
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD = 1.14 multiplied b t the :^rfererrra tr Minimarsr CAOA CA00 =1.13 V IsAlnimum CAOA = In. diameter
go up one inch In size if using flex duct
1 if desired, ACH an be deterrr i 'Ana A. IAA E talc a tion or tdCi+ae€ do or to t. Foiitawr procechoes is Secizoa
G304.
Page 5 of 6
35,000
40,000
45,000
50,000
55,000
60,000
65,000
70,000
75,000
80,000
85,000
90,000
95,000
1,125
1,750
2,625
2,000
3,000
2,250
3,375
2,500
2,750
1,313
1,500
1,688
3,750 ! 1,675
3,000
3,250
100,000
105,000
110,000
115,000
120,000
125,000
130,000
135,000
140,000
3,500
3,750
4,000
4,250
4,500
4,750
4,125 2,063
4,500 2,250
4,875 2,438
5,250 ! 2,625
3,150
3,675
4,200
4,725
5,250
5,775
6,300
6,825
7,350
5,625 ! 2,813
7,875
6,000 1 3,000
6,375 13,188
6,750 3,375
5,000
5,250
5,500
5,750
6,000
6,250
7,125 13,563
7,500 i 3,750
7,875 3,938
8,250 4125
8.625 4,313
9,000 J 4,500
6,500
6,750
145,000-
150,000
7,000
7,250
9,375 14,688
9,750 1 4,875
10,125 5,063
10,500 , 5,250
10,875 1 5,438
8,400
8,925
9,450
9,975
10,500
11,025
11,550
12,075
12,600
13,125
13,650
14,175
14,700
155,000
260,660,
165,000
170,000
175,000
180,000
185,000
7,500
7;750
psoc
8,250
11,250- S5
11425 1 5.813
15,225
12,000 ( 6,000
8,500
8,750
9,000
12,375 1 6,188
E 12,750 1 6,375
13,125 J 6,563
190,000
195,000
200,000
205,000
210,000
215,000
220,000
225,000
230,000
9,250
9,500
13,500 1 6,750
13,875 6,938
9,750
10,000
14,250 7,125
14,625 1 7,313
15,000 ' 7,500
10,250
10,500
10,750
11,000
11,250
11,500
15,375 ( 7,688
15,750 1 7,875
16,125 8,063
16,500 8,250
16,875 8,438
17,250 1 8,625
15,391
15`275
16,800
17,325
17,850
18,375
18,900
19,425
1,575
1,838
2,100
2,363
2,625
2,888
3,150
3,413
3,675
3,938
4,200
4,463
4,725
4,988
5,250
5,513
5,775
6,038
6,300
6,563
6,825
7,088
7,350
7,613
i %Ix
19,950
20,475
21,000
21,525
22,050
22,575
23,100
23,625
24,150
8,400
8,663
8,925
9,188
9,450
9,713
9,975
10,238
10,500
10,783
11,025
11,288
11,550
11,813
12,075
1 The 1994 date niers to dwellings constricted ear tie• 1996 Mimesc. a Energy Cork. The default l bit used In ttdi seotto r of the table Is
0.20;ACN..
2. This section: offthe table is to be nutter dwellings constructed pricer to 1994. The default {FAIR used in lis section of the tables 0.40 ACH.
Page 6oie
IFGC Appendix E, Table E-1
Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Input Rating
(Btujhr)
Standard Method
Known Air Infiltration Rate (KAIR) Method (cu ft)
Fan Assisted or Power Vent
Natural Draft
1994 to present
Pre -1994
1994 to present
P re -1994
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
an_nnn
1,250
4 E"n
1,875
938
2,625
1,313
35,000
40,000
45,000
50,000
55,000
60,000
65,000
70,000
75,000
80,000
85,000
90,000
95,000
1,125
1,750
2,625
2,000
3,000
2,250
3,375
2,500
2,750
1,313
1,500
1,688
3,750 ! 1,675
3,000
3,250
100,000
105,000
110,000
115,000
120,000
125,000
130,000
135,000
140,000
3,500
3,750
4,000
4,250
4,500
4,750
4,125 2,063
4,500 2,250
4,875 2,438
5,250 ! 2,625
3,150
3,675
4,200
4,725
5,250
5,775
6,300
6,825
7,350
5,625 ! 2,813
7,875
6,000 1 3,000
6,375 13,188
6,750 3,375
5,000
5,250
5,500
5,750
6,000
6,250
7,125 13,563
7,500 i 3,750
7,875 3,938
8,250 4125
8.625 4,313
9,000 J 4,500
6,500
6,750
145,000-
150,000
7,000
7,250
9,375 14,688
9,750 1 4,875
10,125 5,063
10,500 , 5,250
10,875 1 5,438
8,400
8,925
9,450
9,975
10,500
11,025
11,550
12,075
12,600
13,125
13,650
14,175
14,700
155,000
260,660,
165,000
170,000
175,000
180,000
185,000
7,500
7;750
psoc
8,250
11,250- S5
11425 1 5.813
15,225
12,000 ( 6,000
8,500
8,750
9,000
12,375 1 6,188
E 12,750 1 6,375
13,125 J 6,563
190,000
195,000
200,000
205,000
210,000
215,000
220,000
225,000
230,000
9,250
9,500
13,500 1 6,750
13,875 6,938
9,750
10,000
14,250 7,125
14,625 1 7,313
15,000 ' 7,500
10,250
10,500
10,750
11,000
11,250
11,500
15,375 ( 7,688
15,750 1 7,875
16,125 8,063
16,500 8,250
16,875 8,438
17,250 1 8,625
15,391
15`275
16,800
17,325
17,850
18,375
18,900
19,425
1,575
1,838
2,100
2,363
2,625
2,888
3,150
3,413
3,675
3,938
4,200
4,463
4,725
4,988
5,250
5,513
5,775
6,038
6,300
6,563
6,825
7,088
7,350
7,613
i %Ix
19,950
20,475
21,000
21,525
22,050
22,575
23,100
23,625
24,150
8,400
8,663
8,925
9,188
9,450
9,713
9,975
10,238
10,500
10,783
11,025
11,288
11,550
11,813
12,075
1 The 1994 date niers to dwellings constricted ear tie• 1996 Mimesc. a Energy Cork. The default l bit used In ttdi seotto r of the table Is
0.20;ACN..
2. This section: offthe table is to be nutter dwellings constructed pricer to 1994. The default {FAIR used in lis section of the tables 0.40 ACH.
Page 6oie
Avalon
HVAC Load Calculations
for
Ron Clark
[Tif7 1/ �144•r HVAC Lawas
Prepared By:
Alan Dobson
Bumsville Heating & NC Inc.
3451w BumsviNe Pkwy, Suite 120
Bumsville,MN 55337
952-894-0005
Thursday, June 02, 2011
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.
Project Report
Gene
Project Title:
Designed By:
Project Date:
Project Comment:
Client Name:
Company Name:
Company Representative:
Company Address:
Company City:
Company Phone:
Company Fax:
Company Comment:
Reference City:
Building Orientation:
Daily Temperature Range:
Latitude:
Elevation:
Altitude Factor:
Elevation Sensible A4. Factor
Elevation Total Adj. Factor:
Elevation Heating Adj. Factor:
Elevation Heating Adj. Factor
Avalon
Alan Dobson
Wednesday, June 01, 2011
Ron Clark
Burnsville Heating & A/C Inc.
Alan Dobson
3451w Burnsville Pkwy, Suite 120
Bumsville,MN 55337
952-894-0005
952-894-0925
44
834
0.970
1.000
1..000
1.000
1.000
Minneapolis, Minnesota
Front door faces West
Medium
Degrees
ft.
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -15 -15.33 80% n/a 72 n/a
Summer: 88 73 50% 50% 75 35
Check Figures
Total Building Supply CFM:
Square ft. of Room Area:
Volume (ft3) of Cond. Space:
1,077
3,252
30,970
CFM Per Square ft.:
Square ft. Per Ton:
0.331
1,509
Building Loads
Total Heating Required Including Ventilation Air:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air:
56,580 Btuh
22,987 Btuh
2,872 Btuh
25,859 Btuh
56.580 MBH
89 %
11 %
2.15 Tons (Based On Sensible + Latent)
Notes
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 Toads.
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv
Thursday, June 02, 2011, 3:55 PM
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv
Thursday, June 02, 2011, 3:55 PM
= tihvac Re s#dentiai & Lrgtit-Com�nercia1 N"/l►C toads , II 1 " _ = 8t Salt ire. k tnc .f
II I14 1 - I�lllllx,+a'.�t
rnsufF aftn tnC '"" _ 11 �I q
� 8cirii viiis MN „ Ill,l� dll d
., ,�� 1��� a
Miscellaneous Report
Ma iA� IG"` 3 Et d3 I"111 r M`
""
t B m ! 1 I4um 1,111u1111 . .,II IIr111 a � _
-
Winter: F -15 -15.33 80% n/a 72 n/a
Summer 88 73 50% 50% 75 35.17
'� ° 1 - !,0 p� .� t ' - v a ; 1LN�M'yl� '1E- 1 1s_- 11
. ... 14' _ . I�..o- - a I��1uRE.. .�I��� 4r .,; u.- � . � __ ��� ,"� *7,-.7,_-P-:'- - um1� l4 _ ..,;..
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.wg./100 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.
X ° @ ; f ?.'Y __,,n,,, .°":man 'kuM _ . J'1.:S'a.. �,011111' ---
fWinter
Winter Summer
Infiltration Specified: 0.320 AC/hr 0.170 AC/hr
134 CFM 71 CFM
Infiltration Actual: 0.320 AC/hr 0.170 AC/hr
Above Grade Volume: X 25,083 Cu.ft. X 25,083 Cu.ft.
8,026 Cu.ft./hr 4264 Cu.fefir
X 0,0167 X 0.0167
Total Building Infiltration: 134 CFM 71 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 (134 CFM), Construction: Average
Summer Infiltration Specified: 0.170 AC/hr (71 CFM), Construction: Average
Duct Load Factor Scenarios for System 1
Attic Duct Duct Surface From
1 No. Type Description Location Ceiling Leakage Insulation Area MDD
1 Supply Main Attic 16B 0.12 6 150 No
1 Retum Main Attic 16B 0.24 6 56 No
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv
Thursday, June 02, 2011, 3:55 PM
Bumsv a I�eating & NC , I��� IIN11��lillllu� ti r pd
8umsv$e;.iy4N IL Ili
Total Building Summary Loads
hbt: Glazing -Dean, ground reflectance = 0.23, u -value 4.5 121
0.31, SHGC 0.33
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.35, 75 2,284
SHGC 0.35
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.31, 234.5 6,328
SHGC 0.35
1 1A-ry-d: Glazing -Single pane, sliding glass door, 40.8 1,171
reflective, vinyl frame, ground reflectance = 0.23, u -
value 0.33, SHGC 0.35
RC: Glazing -RC, u -value 0.3, SHGC 0.37 22.5 587 0 866 866
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.3, 58.5 1,527 0 1,667 1,667 i
SHGC 0.37
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.33, 40.8 1,171 01,591 1,591
SHGC 0.35
Front Door: Door -Brandi Front Door 39.4 480 0 133 133
12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud 1782.3 10,544 01,867 1,867
cavity, no board insulation, siding finish, wood studs
R-5 wall: Wall -Basement, , R-5 board with poured wall 904.1 8,194 0 540 540
3 16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on 1529.9 2,929 0 1,278 1,278
Attic Floor (also use for Knee Walls and Partition
Cell ngs), vented attic with radiant barrier, R-44
insulation, dark asphalt
20P -10-c: Floor -Over open crawl space or garage, 146.2 1,030 0
Passive, R-10 board insulation, carpet covering
19A -30p: Floor -Over enclosed unconditioned crawl 130.4 324
space, No insulation on exposed walls, sealed or
vented space, passive, R-30 blanket
21 A -32-v: Floor -Basement, Concrete slab, any thickness, 1552.2 2,701 0 0
1 2 or more feet below grade, no insulation below floor,
I vinyl; covering, shortest side of floor slab is 32' wide
Subtotals for structure: 39,391
People: 2
Equipment:
Lighting: 0
Ductwork: 4,768
Infiltration: Winter CFM: 134, Summer CFM: 71 12,421
Ventilation: Winter CFM: 0, Summer CFM: 0 0
J Total Building Load Totals: 56,580
0 46 46
0 1,434 1,434
0 8,020 8,020
0 446 446
0
95 95
48 48
0 18,031 18,031
460 600 1,060
400 1,200 1,600
0 0
363 2,170 2,533
1,649 986 2,635
0 0 0
2,872 22,987 25,859
Check Figures
Total Building Supply CFM: 1,077 CFM Per Square ft.: 0.331
Square ft. of Room Area: 3,252 Square ft. Per Ton: 1,509
Volume (ft3) of Cond. Space: 30,970
Building Loads
Total Heating Required Including Ventilation Air:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air:
56,580 Btuh
22,987 Btuh
2,872 Btuh
25,859 Btuh
56.580 MBH
89 %
11 %
2.15 Tons (Based On Sensible + Latent)
Notes
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.
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv Thursday, June 02, 2011, 3:55 PM
IfVIaI II1I, 1I*1II11III11fi.,,. V[ginslll10lliI
Sysfem i;Main Floor Summary Loads
hbt: Glazing -Dean, ground reflectance = 0.23, u -value
0.31, SHGC 0.33
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.35,
SHGC 0.35
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.31, 234.5 6,328
SHGC 0.35
1 A-ry-d: Glazing -Single pane, sliding glass door, 40.8 1,171
reflective, vinyl frame, ground reflectance = 0.23, u -
value 0.33, SHGC 0.35
RC: Glazing -RC, u -value 0.3, SHGC 0.37 22.5 587
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.3, 58.5 1,527
SHGC 0.37
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.33, 40.8 1,171
SHGC 0.35
Front Door: Door-Brandl Front Door 39.4 480
12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud 1782.3 10,544
cavity, no board insulation, siding finish, wood studs
R-5 wall: Wall -Basement, , R-5 board with poured wall 904.1 8,194
16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on 1529.9 2,929
Attic Floor (also use for Knee Walls and Partition
Ceilings), vented attic with radiant barrier, R-44
insulation, dark asphalt
20P -10-c: Floor -Over open crawl space or garage, 146.2 1,030
Passive, R-10 board insulation, carpet covering
19A -30p: Floor -Over enclosed unconditioned crawl 130.4 324
space, No insulation on exposed walls, sealed or
vented space, passive, R-30 blanket
21A -32-v: Floor -Basement, Concrete slab, any thickness, 1552.2 2,701
2 or more feet below grade, no insulation below floor,
vinyl covering, shortest side of floor slab is 32' wide
Subtotals for structure: 39,391 0 18,031 18,031
People: 2 460 600 1,060
Equipment: 400 1,200 1,600
Lighting: 0 0 0
Ductwork: 4,768 363 2,170 2,533
Infiltration: Winter CFM: 134, Summer CFM: 71 12,421 1,649 986 2,635
{
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 .,._.- ___..._.._ 0 0
4.5 121
75 2,284
O 46
O 1,434
0 8,020
0 446
O 866 866
0 1,667 1,667
O 1,591 1,591 'I
0 133 133
0 1,867 1,867
O 540 540
0 1,278 1,278
0
95 95
48
48
System 1 Main Floor Load Totals:
56,580 2,872 22,987 25,859
Check Figures
Supply CFM: 1,077 CFM Per Square ft.:
Square ft. of Room Area: 3,252 Square ft. Per Ton:
Volume (ft3) of Cond. Space: 30,970
0.331
1,509
System Loads
Total Heating Required Including Ventilation Air:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air.
Notes
56,580 Btuh
22,987 Btuh
2,872 Btuh
25,859 Btuh
56.580 MBH
89 %
11 %
2.15 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.
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv Thursday, June 02, 2011, 3:55 PM
41rlpuiuh:
ui r imn Hi ae� _ _ i�
nsvlltei�Vi7 f rfn ill Illll
System 1, Zone 1 Summary Loads (Peak Load Procedure for Rooms
hbt: Glazing -Dean, ground reflectance = 0.23, u -value
0.31, SHGC 0.33
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.35,
SHGC 0.35
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.31,
SHGC 0.35
1 A-rv-d: Glazing -Single pane, sliding glass door,
reflective, vinyl frame, ground reflectance = 0.23, u -
value 0.33, SHGC 0.35
RC: Glazing -RC, u -value 0.3, SHGC 0.37
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.3,
SHGC 0.37
Front Door: Door-Brandl Front Door
12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), vented attic with radiant barrier, R-44
insulation, dark asphalt
20P -10-c: Floor -Over open crawl space or garage,
Passive, R-10 board insulation, carpet covering
19A -30p: Floor -Over enclosed unconditioned crawl
space, No insulation on exposed walls, sealed or
vented space, passive, R-30 blanket
Subtotals for structure:
People:
Equipment:
Lighting:
Ductwork:
Infiltration: Winter CFM: 92, Summer CFM: 49
System 1, Zone 1 Load Totals:
4.5
121
75 2,284
112 3,022
40.8 1,171
22.5 587
58.5 1,527
39.4 480
1431.3 8,467
1529.9 2,929
146.2 1,030
130.4
2
0
324
O 1,434
0 4,072 4,072
0 446 446
0 866 866
0 1,667 1,667
0 133 133 1
O 1,499 1,499
0 1,278 1,278 1
0 95 95
0 48 48
46
1,434 it
21,942
2,802
8,507
0 13,808
460 600
400 1,200
0
O 1,421
1,129 675
33,251
1,989 17,704
13,808
1,060
1,600
0
1,421
1,804
19,693
Check Figures
Supply CFM:
Square ft. of Room Area:
Volume (ft3) of Cond. Space:
829
1,700
17,000
CFM Per Square ft.:
Square ft. Per Ton:
0.488
1,036
Zone Loads
Total Heating Required:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required:
33,251 Btuh
17,704 Btuh
1,989 Btuh
19,693 Btuh
Notes
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.
33.251 MBH
90 %
10 %
1.64 Tons (Based On Sensible + Latent)
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv
Thursday, June 02, 2011, 3:55 PM
{System 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms
RC: Glazing -RC, ground reflectance = 0.23, u -value 0.31,
SHGC 0.35
RC: Glazing -RC, ground reflectance = 0.23. u -value 0.33,
SHGC 0.35
R-5 wall: Wall -Basement, , R-5 board with poured wall
12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
21A -32-v: Floor -Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
vinyl covering, shortest side of floor slab is 32' wide
Subtotals for structure:
People:
Equipment:
Lighting:
Ductwork:
Infiltration: Winter CFM: 42, Summer CFM: 22
System 1, Zone 2 Load Totals:
122.5
40.8
904.1
351
1552.2
3,306
1,171
8,194
2,077
2,701
17,449
1,966
3,914
23,329
3,948 3,948
0 1,591
0 540
0 368
0
0
0 8,277
0 0
0 0
0
0 749
520 ...._m,. 311.
520 9,337 9,857
1,591
540
368
0
8,277
0
0
0
749
_831
Supply CFM:
Square ft. of Room Area:
Volume (ft3) of Cond. Space:
437
1,552 •
13,970
CFM Per Square ft.
Square ft. Per Ton:
0.282
1,889
Total Heating Required:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required:
u Ih4ru�dpB��V'".
23,329 Btuh
9,337 Btuh
520 Btuh
9,857 Btuh
23.329 MBH
95 %
5 %
0.82 Tons (Based On Sensible + Latent)
Notes
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.
C:\Elite\Rhvac 8\Ron Clark Avalon.rhv
Thursday, June 02, 2011, 3:55 PM
,,11141,100,6111,00110.11:111111,11.1F
hd
---Zone 1---
1 Foyer 51 885 12 1-2 500 233 29 11 11
2 Flex 171 4,379 59 1-5 382 1,112 166 52 52
3 Kitchen 364 2,395 32 1-6 442 1,853 89 87 87
4 Dining 116 2,455 33 1-5 523 1,521 63 71 71
5 Sunroom 146 8,851 118 2-7 482 5,496 208 257 257
6 Great Room 195 3,134 42 1-7 569 3,248 95 152 152
7 Master Bedroom 214 4,707 63 1-7 539 3,075 647 144 144
8 Master Bath 134 1,516 20 1-2 614 286 67 13 13
9 Laundry 309 4,930 66 1-4 473 881 625 41 41
Zone 1 subtotal 1,700 33,251 445 17,704
---Zone 2---
10 Basement 1,552 23,329 312 1-11 663 9,337 520 437 437
Zone 2 subtotal 1,552 23,329 312 9,337 520 437 437
Duct Latent 363
System 1 total 3,252 56,580 757 22,987 2,872
System 1 Main Trunk Size: 12x16 in.
Velocity: 808 ft./min
Loss per 100 it.: 0.095 in.wg
Note: Since the system is multizone, 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.
1,989 829 829
1,077 1,077
I Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required:
Actual:
2.15 89%/ 11%
1.00 77% / 23%
22,987
9,240
2,872
2,760
25,859
12,000
C:1EIite\Rhvac 8\Ron Clark Avalon.rhv Thursday, June 02, 2011, 3:55 PM
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Add/Change
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL: Lz4 )b Q
DATE OF SURVEY: .S72-3/1/
qq6R
LATEST REVISION:
357c1
DOCUMENT STANDARDS
• Registered Land Surveyor signature and company
• Building Permit Applicant
• Legal description
• Address
• North arrow and scale
• House type (rambler, walkout, split w/o, split entry, lookout, etc.)
• Directional drainage arrows with slope/gradient %
• Proposed/existing sewer and water services & invert elevation
• Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
• Lot Square Footage
• Lot Coverage
ELEVATIONS
Existing
D ❑ • Property corners
.,Zr❑ ❑ • Top of curb at the driveway and property line extensions
❑ ❑ • Elevations of any existing adjacent homes
,CY ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches
❑ ❑ • Waterways (pond, stream, etc.)
Proposed
❑ ❑ • Garage floor
;2' ❑ ❑ • Basement floor
.Zr ❑ ❑ • Lowest exposed elevation (walkout/window)
�' ❑ ❑ • Property corners
❑ ❑ • Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ ,21 ❑ • Easement line
❑ A ❑ • NWL
❑ 7 ❑ • HWL
❑ ,Z ❑ • Pond # designation
❑ ;2 ❑ • Emergency Overflow Elevation
❑ )2' • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
❑ ❑ • Lot Tines/Bearings & dimensions
lr"� ❑ ❑ • Right-of-way and street width (to back of curb)
l` ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
C/ ❑ ❑ • Show all easements of record and any City utilities within those easements
LI El• Setbacks of proposed structure and sideyard setback of adjacent existing structures
�`' ❑ ❑ • Retaining wall requirements:
Reviewed By:
G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11
Date 47%�./
efc_
RECEIVED
JUN 302
Certificate of Survey for: RON CLARK CONSTRUCTION & DE$IdN
952.8 Denotes Existing Elevation
Denotes Proposed Elevation
Denotes Surface Drainage
981.5
O Denotes 1/2" iron pipe set
• Denotes 1/2" iron pipe found.
, 6 FT. HIGH
CHAIN LINK FENCE --S
- i
�.. r
2�2
876.7 1(7/-3,i
�
1 0
1 01-01
airgr
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r� r
co 1-
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r
;7z 1\N
. 1878.
4.
1`-
\ 53.00
3:1 Maximum Slopes
or Retaining Wall Will
Be Required
uired
REVISED`
S89°41'44"
103.00
1880.41
0 15.83
9.92 r''
N
M Lot Area: 6682 S.F.
Coverage: 2552 S.F.
PI 12.25 0
ori
#358I
16PROPOSED
16.96 ,\
54.63
O
oo
N
O
O
00
O
FENCE 0.5'
vSOUTH OF IP
1
1
Job # X01.10-117 Book/Page: 263/73
Scale: r=20' Date: 05/18/11
HOUSE TYPE: TOWNHOUSE FULL BASEMENT WALKOUT
PROPOSED HOUSE ELEVATIONS:
GARAGE FLOOR ELEVATION = 887.50
TOP OF FOUNDATION ELEV = 889.64
LOWEST FLOOR ELEVATION = 880.97
FENCE 0.7'
SOUTH OF IP -1
53.00
1 vi 15
co DECK
880.4 ' PORCH NH881.11 881.8
12.63 k
15.33 0I
11.04
II
O
14.0
O tN
#3579
Lot Area: 6662 S.F.
Coverage: 2551 S.F. M
BUILDING 15
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RIMETER. CONT L
21.04
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19.0
880.3
14.01
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1884.31
1884.81
000"41°
11386.61
882.2
- 1887.01
O
1887.3-
0$
32.37
�•••. NBh3"r"'1
VY )
pY STEEL POST84.9
PRD SAN.
SERV. 877
0
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880.8
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1 STEEL POSTG 1
PRD SAN.
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11
LEMIEUX CIRCLE
"/G
x
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1-
20 FOOT WIDE
CENTER LINE OF A
10
ED
ate
-44
Lots 15 and 16, Block 1, PEARLMONT HEIGHT§ttqftWegilVerigN9,DiiiiT
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.
9-)
By: Rick M. Blom, LS
License No. 21729
Rev: 06/23/2011 (Proposed Elev's
Rev: 06/29/2011 (Revised Front
Oliver Surveying & Engineering, Inc.
Land Surveying • Civil Engineering • Land Planning
580 Dodge Ave. Elk River, MN 55330. 763.441.2072 •fac. 763.441.5665
& Lot 15 unit) www.oliver-se.com
Setback)
C!ty of Eaali
REQUEST FOR HOLD
Project Name 1 4' /ie
Location 3S"`7q 3s81 LarileJe e.IC.
Project Number / Permit Number
Legal Description: Lot JScibBlock 1 Section/Subdivision rPeeldeiwy14 goit's
Parcel #:
Reason For Hold: ?_0% 042, buieettel -fA
--41-21-14(1#6Q M14;1 d 1 A . 4 iLV J/i.
WSW
Place Hold On:
Issuance of building permit
Certificate of Occupancy
Other (please explain)
Hold Req .ted
City Engineer
42
Chief Building Of 1/Senior Inspector Date
y
9//'
Date
Date
If approved, this "hold" will remain in effect for 15 working days. Upon expiration, the hold
may be renewed as needed. Please inform Engineering Secretary when issue has been resolved.
G:FORMS/Request For Hold 10'05
° Irpf;-273-1-T6 "§-6
r.
--0-------
CO44
SEE -SHE -EY
-•
50'
28'
F F
7
\
0
m
City of Eagan
Eagan,
PERMIT
City of Eaan
Permit Type: Building
Permit Number: EA103720
Date Issued: 04/10/2012
Permit Category: ePermit
Site Address: 3579 Lemieux Cir
Lot: 15 Block: 01 Addition: Pearlmont Heights
PID: 10-56950-01-150
Use:
Description:
Sub Type: e -Fireplace Construction Type:
Work Type: Gas Fireplace (new)
Description:
Census Code: 434 - Occupancy:
Zoning:
Square Feet: 0
Comments:
Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to
concealing.
Carbon monoxide detectors are required by law in ALL single family homes.
Fee Summary:
Valuation: 3,000.00
BL - Base Fee $3K
$88.50
Surcharge - Based on Valuation $3K $1.50
0801.4085
9001.2195
Total: $90.00
Contractor:
Fireside Hearth & Home
20802 Kensington Blvd
Lakeville MN 55044
(952) 985-6675
- Applicant -
Owner:
Pearlmount Heights LLC
7500 78th St W
Edina MN 55439
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.
Applicant/Permitee: Signature
Issued By: Signature
Wali framing by others
6" minimum thick cast -in-
place concrete lookout
wall'
#4 x 2`-0" long centered
dowels w/ 5" minimum
embed wet set or epoxy
grouted in place
6" wall spacing:
36" o.c. max for sand,
30" o.c. max for SC, &
24" o.c. max for clay
8"+ wall speclnq:
48" o.c. max for sand,
42" o.c. max for SC, &
36" o.c. max for clay
Sill plate by others ver/ 1/2
diameter anchor bolts w/ 7"
minimum embed & standard
washers @ 72" o.c. max or
equivalent metal strap
anchors
LOOKOUT WALL DETAIL
ontinuous horizontal
tin 18" of top of wall
Footing elevation may vai
below slab, provide frost,
protection per Code
8" thick x 18" wide minimum
unreinforced concrete strip
footing (16" wide minimum
for maximum unbalanced
grade of 2'-6" or less), larger
footing width may be
required for specific soil
bearing conditions to be
determined per Code by
others
°swell Engineering and Consuiting, I..L.C.
Project Name: 2012 Standardized Concrete Foundation Drawings:
Description: Lookout Wall Detail
Project # 11.072
Client Name: Gopher State Concrete, Inc.
Client Address: 9110 Grand Ave u, Bloomington, MN 5
4/10/2012
20
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612=730-4639
12-886-2966
swellec.com
Page S5 of S6
4,11'°City arbtu
3830 Pitot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Use BLUE or BLACK Ink
For Office Use
Permit it: 113 9 54
Permit Fee: 0 a
Date Received:
Staff.
2013 RESIDENTIAL BUILDING PERMIT APPLICATION 10
Date: l Site Address: 3 -s-7 9 - S? t
Name: PGo.,.e-1 1444.1...�i
I Address / City / Zip:
Resident/
Owner
J
�t O_Z5VIC t- o 01...-n.4.s rv.SO Phone: l ,CZ -9 4 7 - 30
Applicant is:
Description of work:
Owner K Contractor
o'( --
Multi -Family Building: (Yes / No
Company:
Address: // Zo O S T�//4ii. to r- 6 lv d /V , City: Lo. k C £ t 11.1.0
State: i4) Zp: .5-5-6‘4 2 Phone: (os— ' 7 7 7- 7 3
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 pian?
Yes No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documents at you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide specific reasons that would permit the City to
conclude that the are trade secrets.
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
1 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 tv, Sfirb k, rcL
Applicants Printed Name
Applicants Signature
Page 1 of 3
E
3830 PILOT KNOB ROAD 1 EAG
(651) 675-56751 TDD: (651) 454-
buildinoinspections(a)_citvofeagan
2018 RE
Date: 07/30/2018 Site
Resident/
Owner
Type of Work'
Contractor
GAN.CEIVED
N, MN 55122-1810
5351 FAX: (651) 675-5694
om
JUL 31 2018
For Office Use
Permit #: 1. J
£;�fq
ttFe �'
Date Received: .7.3/4
Staff:
L
IDENTIAL BUILDING PERMIT APPLICATION
ddress: 3579 Lemieux Cir.
ul Sheppard
Address /
Applicant i
Description
Constructio
Company:
Unit #:
Phone: 651-452-0135
5
ity /zip: 379 Lemieux Cir. Eagan, MN 55122
Owner X Contractor
of work: Replacing deck boards and re -using existing railing
Cost: 4000 Multi -Family Building: (Yes X / No )
he Deck & Door Co. Inc.
Contact: Bob Heidenreich
Address: 900 151st St W City: Apple Valley
State: M Zip: 55124
Phone: 952-432-1888 Email: Alexm@thedeckstore.com
CR005457
License #:
If the project is exempt from
Post 1978 building
Lead Certificate #:
ad certification, please explain why:
COMP
In the last 12 months, has the
Yes No If yes, date
ETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
ity of Eagan issued a permit for a similar plan based on a master plan?
nd address of master plan:
Licensed Plumber: Phone:
Phone:
Phone:
Phone:
Mechanical Contractor:
Sewer & Water Contractor:
Fire Suppression Contractor:
NOTE: Plans and supporting
classified as non- ublic if u
You may subscribe to receive an e
website at www.citvofeapan.com/su
submit are considered to be pu
ecific reasons that would ®= rmit the Ci
Ifc information. Portions of the Jr
conclude that tit = are trade secrete
n may be
ctronic notification from the City of proposed ordinances by signing up for an email update on the City's
scribe.
Exterior work authorized by a buildi
days of permit issuance.
CALL BEFORE YOU DIG. Call Goph
intend to dig to receive locates of unde
I hereby acknowledge that this inform
Eagan; that I understand this is not
accordance with the approved plan in t
xAlex Mencke
g permit issued in accordance with the Minnesota State Building Code must be completed within 180
r State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
ground utilities. www.dopherstateonecall.orq
tion is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
e case of work which requires a review and approval of plans.
Applicant's Printed Name
x
Applicant's Signature
7
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation
Single Family
Multi
01 of Plex
WORK TYPES
New
Addition
Alteration
Replace
_ Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25% 100%
Census Code
# of Units
# of Buildings
Type of Construction
Fireplace
Garage
Deck
Lower Level
35-79 Leviliea,' e irefe
_ Interior Improvement
Move Building
Fire Repair
Repair
V�3
Porch (3 -Season)
Porch (4 -Season)
Porch (Screen/Gazebo/Pergola) _
Pool
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation Foundation Before Backfill
Roof: _Ice & Water Final
Framing 30 Minutes 1 Hour
Fireplace: Rough In Air Test
Insulation
Sheathing
Sheetrock
Fire Walls
Braced Walls
Shower Pan
Reviewed By:
Siding
Reroof
Windows
_ Egress Window
/s !o 9
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Accessory Building
_ Demolish Building*
_ Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building - give PCA handout to applicant
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Suppression Required
Meter Size:
Final / C.O. Required
Final / No C.O. Required
HVAC Gas Service Test Gas Line Air Test Hood
Pool: _Footings Air/Gas Tests Final
Drain Tile
Final Siding: Stucco Lath Stone Lath _Brick _ EFIS
Windows
Retaining Wall: _ Footings _ Backfill Final
Radon Control
Fire Suppression: _Rough In _Final
Erosion Control
Other:
, Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies a
TOTAL
Page 2 of 3