3610 Springwood CtDate:
°war
ItoIL decj
67/a fq Awe'
3.79f oil
City of Eaall PL q g1 q — X6.0®
3830 Pilot Knob Road r
Eagan MN 55122 Phone: (651) 675-5675 RECEIVED g514- + Qt�
Fax: (651) 675-569. 1 ( FEB 1 5
211
r
Use BLUE or BLACK Ink
Permit #:
Permit Fee:
Date Received: J
Staff:
2010 RESIDENTIAL BUILDING PERMIT APPLICATION
frOVA
74/20i -t_
1/-1/ Site Address: / ,---5;4V!'N Z/t/G'7J' / 3-1
CA
Tenant: /J+Z%. lf\- _s -7/6,4d.41/&--1 / Suite #:
RESIDENT / OWNER
Name: Ai /V » & 1,144 Phone: ` j'°)..`2W- 2i1
Address /City /Zip:3 s.-, 6+%A. f 74 /4-. 4"
Applicant is: Owner Contractor
TYPE OF WORK
.
Description of work: 4 ia) pfd ,1,(... 674/..11--
Construction Cost / Ve.4 tic/ .) Multi -Family Building: (Yes / No . )
CONTRACTOR
Name: /€I)k}'( 4v License#: /C7(
Address: f .3- t it A- y24 /./_) I /' e1 : (/JA- ' 2Kt71,9
State: /MA-) Zip: 5" f- 3 (1,/ Phone:n
Contact: fD
/ Email: ;u u I fl
P r1 t O ,&v.0Jr 11'a4''l
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?/-
date and address of master plan: /� Q.-J'�j-t 34i_1 "
Licensed Plumber: 1 6v MC GjPhone: OP) V K - J (
Mechanical Contractor:
Sewer & Water Contractor:
Phone: ii r'
/
of !t' Phone: c'J7) fY �� '03 97
NOTE: Plans and supporting documents that 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 they 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
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 appcoual of -Fan .
x I r d %. ileffefer L �JG'tr..._
Applicant's Pr -lilted Name
Page 1 of 2
/►'11�
Reviewed By:
f_-( 0,3000(
DO NOT WRITE BELOW THIS LINE
Accessory Building
WORK TYPES
X. New
Addition
Alteration
Replace
Retaining Wall
SUB TYPES
Foundation Fireplace
Single Family Garage
Multi Deck
01 of Piex Lower Level
DESCRIPTION
Valuation
Plan Review
(25% 100 %_(
Census Code
# of Units
# of Buildings
Type of Construction
Interior Improvement Siding
Move Building _ Reroof
Fire Repair _ Windows
Repair Egress Window
/ 0 /
TB
RESIDENTIAL FEES'
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S &W Permit & Surcharge
Treatment Plant
Copies
rt*
TOTAL
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
1
Drain Tile
Roof:tce & Water Final
Framing
Fireplace: Rough In :ti Test 4? Final
Insulation
Meter Size:
J,tc - 2
9
,
,Z.
/ ?
-�L
Sheetrock
Final / C.O. Required
Final / No C.O. Required
HVAC
Other:
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 r
Booster Pump �p
PRV NO
Fire Sprinklers ND
Pool: _Footings _Air /Gas Tests Final
Siding: Stucco Lath je Stone Lath Brick
Windows — - -
Retaining Wall: Footings _ Backfill Final
Radon Control
Erosion Control
, Building Inspector
/2.3/ id a4/ >10-44) eS /47
/ sr /"ut- / 2 74 & f112-
/y09 a ' l9C0$@ fl2
nti,SJt Role & 3 --
Y
Page 2 of 3
rer rvr lu l s [sanding Certificate. A building certificate shall be poste d in - permanently visible location inside
the building. The certificate shall be completed by the builder information and values of
components listed in Table N 1 101.8.
Date Certificate Pasted
°) ��
7
Mailing Address of the Deellin / - _` Unit
` (' `° 7 / lW /fV or 7 r
6004 ADDISON
Name of Res dei ial Contra or J
L 'en"
THERMAL ENVELOPE
3977sq ft/ 5 beds
Insulation Location
Total R -Value of all Types of
Insulation
Type: Check All That Apply
X
Passive (No Fan)
Non or Not Applicable
nmolg `sssl2aagt,3
Fiberglass, Batts
Foam, Closed Cell
Foam Open Cell
Mineral Fiberboard
auai,Ctsxloa papnatxg `plan'
Rigid, Isocynurate
..,
Active (With fail and ntononteter o,
outer syste,t Monitoring device) :
Other Please Describe Here
Below Entire Slab
X
Foundation Wall
5
EXTERIOR
Perimeter of Slab on Grade ...
:
'
..
.. _ .. .
Rim Joist (Foundation)
10
INTERIOR
Rim Joist (1"l Floor +) : "
10
INTERIOR
Wall
21
Ceiling, flat <
44
Ceiling, vaulted
44
Bay,Windows or cantilevered areas
38
<:
Bonus room over garage
38
�
JrT
5
Describe other iiisulnted areas ; ,
:..
Windows & Doors
Heating or Cooling Ducts Outside Conditioned Spaces
Average U- Factor (excludes skylights and one door) U:
0.30
Not applicable, all ducts Located in conditioned space
Solar Heat Gain Coefficient (SHGC):
0.22
X
R -value R -8
MECHANICAL SYSTEMS lI
1 Make -up Air Select a Type
Appliances
Heating System
Domestic Water Heater
Cooling System
X
Not required per meclt. code
Fuel: Type ;.
N Gas :
. Natural Gas::
Electric
Passive
Manufacturer
Lennox
AO Smith
Lennox
Powered
Model
ML193UH090P38C •
:.. GPVH5ON ;,
13ACX- 030 -230:
Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:
88,000
Capacity in
Gallons:
se
Output in
Tons:
30,200
Other, describe:
Structure's Calculated
Heat Loss
::
84,830
Heat Gam
17,039 .
Location of duct or system:
Efficiency
AFUE or
HSPF%
93
SEER:
13
Calculated I
cooling load:
22,598
Cfm's
PLAN 6004 ADDISON (
" round duct OR
Mechanical Ventilation System
Describe any additional or combined heating or cooling systems if installed: (e.g. two fumaces 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
Heat Recover Ventilator (HRV) Capacity in cfms:
Low:
High:
Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfms:
Low:
High:
Loca ion of duct or system:
Mechanical Room
X
Continuous exhausting fan(s) rated capacity in cfms:
2 continous fans on low TOTAL 90CFMS
Location of fan(s), describe: Owners bath, Main Bath Contlnous,
Cfm's
Capacity continuous ventilation rate in cfms:
90
4"
Insulated Flex
Total ventilation (intermittent + continuous) rate in cfms:
465
" metal duct
New Construction Energy Code Compliance Certificate
Created by BAM version 052009
qe-/a-7
9/a
PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE
Submitter:
Lennar
935 E. Wayzata Blvd.
Wayzata, MN 55391
952 - 249 -3000
Noise Impact Area
Airport - MSP International
Noise Zone - 4
New Infill Residence is a "COND"
use in Noise Zone 4
Plan Reviewed: ter)(-1 ( L. co -
(V \ \ (Li
Information Submitted:
Annotated architectural drawings including:
Windows: Atrium
Swinging Patio Doors: Atrium
Entry Doors: Therma Tru
Skylights: N/A
Compliance with STC Requirements:
Average window/wall area for exterior wall: \\ 5 7
With this window /wall area ratio and STC 40 walls, windows
with an STC 30 can be used to meet the noise reduction
requirements;
Summary:
Other measures including duct bends and caulking are being
taken to ensure minimum transmission of noise through the
exterior building shell so that the construction should meet
the compatibility guidelines.
Therefore, the materials and construction as proposed should
meet the requirements of the Eagan aircraft noise ordinance.
Review Completed (date):
Review Completed by: Tom Tamte
Compliance with Procedures to Ensure
Adequate Noise Attenuation:
Exterior wall construction:
LP Smart Board
15/32" sheathing
Tyvek wrap
2x6 studs 16" O.C.
R -19 batt insulation with 1/2" gypsum board
Roof Construction:
Peaked roof with manufactured trusses 24" O.C.
Roof vents
Shingles
15# felt
1/2" sheathing
Blown insulation R-44
5/8" gypsum board
Mechanical Ventilation System:
3 -ton central air conditioning unit
Window, Door Frame, Perimeter and Other Seals:
All window and door openings are to be caulked
with butyl -based caulk
Fireplace Chimney Cap:
Built -in flue damper, chimney cap, glass enclosed
Ventilation Duct Exterior Wall Penetrations:
All exterior ducts will have bends as required
by the ordinance
Door and Window Construction:
Windows: Atrium (30 STC)
Sliding Patio Doors: Atrium (30 STC)
Entry Doors: Therma Tru (29 STC)
Skylights: N/A
Other Exterior Wall Penetrations:
Sill sealer between plates and blocks
Jeffrey Wheeler
From:
Sent:
To:
Subject:
Attachments:
I sent this info on 2 -23 -11 please let me know what else I need to do to get this permit approved.
Troy Hendrickson
Sr. Construction Manager
Pinecliff
CeII: 612 - 490 -0975
email : troy.hendrickson@ lennar.com
Troy.Hendrickson @Lennar.com
Wednesday, March 02, 2011 8:11 AM
Jeffrey Wheeler
Fw: 3610 Springwood Ct,
20110223135231344. pdf
Forwarded by Troy Hendrickson /WAYZATA /CENT /Lennar on 03/02/2011 08:06AM
To: Jeffrey Wheeler <JWheeler@acityofeagan.com>
From: Troy Hendrickson /WAYZATA /CENT /Lennar
Date: 02/23/2011 01:58PM
Subject: Fw: 3610 Springwood Ct,
Is this what your l000king for?
Troy Hendrickson
Sr. Construction Manager
Pinecliff
CeII: 612 - 490 -0975
email : troy.hendrickson@ lennar.com
Forwarded by Troy Hendrickson /WAYZATA /CENT /Lennar on 02/23/2011 01:56PM
To: "Troy Hendrickson" <troy.hendrickson@ lennar.com>
From: "Brenda hanson" <bhanson@wdrmn.com>
Date: 01/24/2011 10 : 04AM
Subject: 3610 Springwood Ct, Eagan R.O.'s
Lookout:
3 ea. 60 1/4 x 40 1/4
Main:
1 ea. 24 1/4 x 24 1/4
1 ea. 72 1/4 x 72 1/4
1 ea. 72 1/4 x 72 1/4
3 ea. 42 1/4 x 72 1/4
1 ea. 71 1/2 x 80 1/4
1 ea. 42 1/4 x 42 1/4
Upper:
1 ea. 72 1/4 x 60 1/4
3 ea. 24 1/4 x 24 1/4
3 ea. 72 1/4 x 60 1/4
1 ea. 36 1/4 x 60 1/4
1 ea. 48 1/4 x 24 1/4
SHGC =.22 U Value =.30 STC =30
Powder SHGC =.23 U Value =.30 STC =30
Study SHGC =.22 U Value =.30 STC =30
Dining SHGC =.22 U Value =.30 STC =30
Great Room SHGC =.22 U Value =.30 STC =30
Nook SHGC =.23 U Value =.28 STC =32
Kitchen SHGC =.22 U Value =.30 STC =30
BR #3 SHGC =.22 U Value =.30 STC =30
BR #3, Laundry SHGC =.23 U Value =.30 STC =30
BR #2, BR #4, Owners Suite SHGC =.22 U Value =.30 STC =30
Owners Suite SHGC =.22 U Value =.30 STC =30
Owners Bath
i
u. LJ.
L v I I
I . 11 1 I11
PHYSICAL CHARACTERISTICS
Color
Specific Gravity
Tensile Strength
Elongation ( %)
Graves Die Tear
Elemendorf Tear
Masiand SP1 Cold Crack
Cold Flex
Weatherometer (5,000 hrs.)
Hardness Shore A
Brittleness Temp
Volatile Loss (24 hours. 70° C.)
Water Vapor Transmission
(Orams /100 sq. inch)
Staining
171f 1 1 1 V I I V V I V V I{ L 1 L
P.O. BOX 98, SPR1NGVALE, MAINE 04083
TEL 1- 800 -252 -2306 or 1;207-490-2306
ADVANCED FAX 207- 490.2998
Building Products Inc. www.advancedflashing.corn
Black
1.28 -1.33
2200 to 2800 Psi
250
450 lbsJinch
150 (gram/mil)
- 10 ° t -5 °F?
No cracks at 20 °F. 1/32" Mandrel
No change
80
-57° C.
1.05%
0.24 240 hrs. 212° L .
None 240 hrs. 212° F.
SPECIFICATION BULLETIN No. 109
nu, / 7V't r. I
MOISTSEAL
WATERPROOFING
DESCRIPTION:
A non- reinforced polyvinyl chloride, waterproofed, impermeable sheet, composed of elastomeric substances which have been reduced to a
thermoplastic state and Formed into a continuous sheet available in the following thicknesses:
Type 10 .010 ") weighing approx. I 1 ounces per sq. yd.
Type 20 (.0 ") weighing approx. 22 ounces per sq. yd.
Type 30 (.030 ") weighing approx. 33 ounces per sq. yd.
Type 60 (.056") weighing approx. 60 ounces per sq. yd.
Roll Sizes; Type 10, rolls 48" and 72." wide, 150' long. Type 20, roils 48" and 60" wide, 150' long and rolls 72" wide, 100' long. Type 30, rolls
48" and 72" wide, 100' long- Type 60, rolls 48" wide, 50' long. Can be slit to multiple widths.
FEATURES:
Moistseal is Intended for use as a concealed waterproofing membrane on foundation walls and under concrete slabs.
Material will not be physically deformed when stretched at room temperature nor will it tear or rip. It will show no cracking or flaking when
bcitt through 180 degrees over a 1/32" mandrel and then bent at the same point over the same size mandrel in the opposite direction through 360
degrees. The material is suitably stabilized to resist exposure without physical deterioration when tested in accordance with A.S.T.M. standard
D -822 for a period of not less than 400 hours. It is resistant to acids, alkalis and caustics. RECOMMENDED FOR CONCEALED APPLICA-
TIONS ONLY. Recommended adhesive is Type R Cement, DO NOT USE ASPHALT BASED MASTICS.
MODEL SPECIFICATIONS:
Special Requirements:
1. Protect all adjacent work from damage by work performed under this section.
2. All materials specified shall be delivered to jobsite in approved manufacturer's sealed containers bearing manufacturer's
name and material identification.
Preparation:
All surfaces to receive waterproofing shall be smooth, hard, frost -free, thoroughly dry and clean to the satisfaction of the dampproofing
contractor, Membrane shall be applied as work progresses and in no case shall the membrane be left exposed longer than necessary. Metal
surfaces to receive membrane must be free from scale, rust, grease or oil. Use a fast evaporating solvent to clean metal surfaces.
Materials:
For membrane waterproofing, material shall be Advanced Moistseal (specify one, i.e., Type 20) as manufactured by Advanced Building
Products, Inc., Springvale, Maine.
Applications:
Foundation Dampproofing: •
Install material using the greatest width obtainable and lengths not to exceed 20'. The material shall be applied vertically from the top down
and be laid in a full trowel coat of Type R Cement using a notched trowel with a cement build -up of not less than 1/16 ", which is equivalent to
approximately 100 square feet to the gallon. Lap membrane 6" at all joints. The surface of the membrane shall be rolled in with a rubber hand
roller forcing all air out causing cement to protrude around all seams, eliminating all air entrapment. If wrinkles appear and are not gone in 24
hours, rerolling will become necessary. Dampproofing material shall be applied from exterior finish grade down to bottom of foundation wall
and tied in with waterproofing at footing. All conduits passing through wall should be sealed with membrane and Type R Cement. Prior to
back - filling and after 48 hours has elapsed and dampproofing has been inspected and approved, protect the membrane from damage by
applying hard -board sheets or 1" polystyrene boards the full height of the wall, spotting sheets with Type R Cement to prevent movement
during back - filling operation.
Slab Dampproofing:
Install material using the greatest width obtainable and Lengths not to exceed 20'. The material shall be laid in a full trowel coat of Type R
Cement, using a notched trowel with a cement build -up of not less than 1 /16 ", which is equivalent to approximately 100 square feet to the
gallon. Joints shall be butt - ended. Apply pressure using 50-100 Ib. sectional roller forcing cement to protrude at all joints. Apply Type R
Cement with the same notched trowel over each joint and cover joints with a minimum of 6" wide strips of Moistseal again, apply pressure
forcing the cement to protrude at all edges. Turn up material at sides and around all columns and vertical protrusions as required.
Dampproofing Under Slab:
On grout surfaces or tamped earth and prior to pouring slab, lay on substrate the widest width and lengths obtainable lapping a minimum of 6"
on sides and 10" on ends. Seal laps with a full trowel coat of Type R Cement and apply pressure until a bead of cement appears at edges. Turn
vp on conduits, columns or any vertical protrusions a minimum of 4 ". Where two vapor barriers meet, cement thoroughly to make a watertight
joint. Protect membrane after installation against damage by other trades prior to pouring.
ASTM D -792
ASTM D -882 & 412
ASTM D -882 & 412
ASTM D -1004
ASTM D -689
ASTM D -1543
ASTM D -822
ASTM D-6'76
ASTM D -746
ASTM D -1203
a,n•r•>r, a nun r u - 'rr rani niter_ vvnnrtrT.c iNr flOKS NOT F.NnOR THE INF. OF PVC AS A THRU -WALL FLASHING.
Ray 7117
Table N1104.2
Total and Continuous Ventilation Rates (in cfm)
( ?-1-1
Number of Bedrooms
/ 26
1
2
3
4
5
6
Conditioned space (in
sq. ft.)
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
Total/
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
1 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
165/830
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
Ventilation Quantity
{Determine quantity by using Table N1104.2 or Equation 11 -1)
Square feet (Conditioned area including
Basement — finished or unfinished)
Number of bedrooms
( ?-1-1
Total required ventilation
Continuous ventilation
/ 26
5
845
Site address
"7 /_ /v ^^�
c 6 t r i 5 t�eJ 0 a .✓
`n
ax., 4
Date 1/ .2
a v/,
Contractor
/ / 4.. �/// ( � /
' /,d/ J, t , n <a.f
Co
By
SCL
Ventilation, Makeup and Combustion Air Calculations q ' i 7
Submittal Form For New Dwellings
These blank submittal forms and instructions are available at the City ofim website and at City Hall. The completed form must be submit-
ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at:
Section A
Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11 -1.
The table and equation are below.
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 ventila-
tors (ERV) the average hourly ventilation capacity must be determined in consideration 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.
G:ISAFETY\JKIVent- makeup -comb air submittal (2).docx
Page 1 of 6
Ventilation Fan Schedule
Make -up air
Descri ption
Passive (determined from calculations from Table 501.3.1)
Location
Powered (determined from calculations from Table 501.3.1)
i
ous
Interlocked with exhaust device (determined from calculation from Table 501.3.1)
&.9-7 ocr.?
Other, describe:
Location of duct or system ventilation make -up air: Determined from make -up air opening table
f Cfm j I Size and type (round, rectangular, flex or rigid)
Ventilation Fan Schedule
❑ Balanced,
ery Ventilator)
ration rating by
Descri ption
® Exhaust only o? Co ,.rt , 464,,.s o- iO 1.0
Continuous fan rating in cfm �
l dye- r 9d 4,_
Location
C
ous
Intermittent
&.9-7 ocr.?
�v
�
�r J � T 1
in
/
5
/,
d
Ventilation Method
(Choose either balanced or exhaust only)
❑ Balanced,
ery Ventilator)
ration rating by
HRV (Heat Recovery Ventilator) or ERV (Energy Recov-
- cfm of unit in low must not exceed continuous venti-
more than 100 %.
® Exhaust only o? Co ,.rt , 464,,.s o- iO 1.0
Continuous fan rating in cfm �
l dye- r 9d 4,_
Low cfm:
High cfm;
Continuous fan rating in cfm (capacity must not exceed
continuous ventilation rating by more than 100 %)
�v
Section 8
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 air flow 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
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 cfm 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)
,'Z
Z).
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. !f an ERV or HRV is to be
installed, describe how it will be installed. !fit 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
Page 2 of 6
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-
pliances 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 oil appliance or
one solid fuel appliance
Column C
Multiple atmospherical -
ly vented gas or oil
appliances or solid fuel
appliances
Column D
1.
a) pressure factor
(cfm /sf)
0.15
0.09
0.06
0.03
b) conditioned floor area (sf) (including
unfinished basements)
3 i...7,7
Estimated House Infiltration {cfm): [1a
x 1b]
7?
2. Exhaust Capacity
a) continuous exhaust -only ventilation
system (cfm); (not applicable to ba-
lanced ventilation systems such as
HRV)
9 0
b} clothes dryer (cfm)
135
135
135
135
c) 80% of largest exhaust rating (cfm);
Kitchen hood typically
(not applicable if recirculating system
or if powered makeup air is electrically–)
interlocked and match to exhaust)
Li 0
d) 80% of next largest exhaust rating
(cfm); bath fan typically
(not applicable if recirculating system
or if powered makeup air is electrically
interlocked and matched to exhaust)
Not
Applicable
Total Exhaust Capacity (cfm);
[2a + 2b +2c + 2d]
1 /67
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above)
7 /�
6 5
b) estimated house infiltration (from
5-/ 7
Makeup Air Quantity (cfm);
(3a –ub}
(if value is negative, no makeup air is
needed)
4.
At. 9�
4. For makeup Air Opening Sizing, refer
to Table 501.4.2
NA
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 IMC501.3.3. 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 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.
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 in-
cluded.)
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.
Page 3 of 6
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 _Direct Vent Input: Btu /hr
or Power Vent
Water Heater: /d
Draft Hood Fan Assisted _ Direct Vent Input: 4/C3/ nrn Btu/hr
or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 11 12. 0
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 4b (KAIR Method}.
If the year of construction or ACH is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES)
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: ft
Volume (TRV)
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan - assisted and power vent appliances Input: O) ddC Btu /hr
Use Fan - Assisted Appliances column in Table E -1 to find RVFA: 3, OOD ft
Required Volume Fan Assisted (RVFA)
Total Btu /hr input of all Natural draft appliances input; Btu /hr
Use Natural draft Appliances column in Table E -1 to find RVNFA: ft
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 3l One) TRV ft
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
Step 5: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) p
Ratio= 1 ' r (ZD / ' 3 ,CkC) _ ' 3O
Step 6: Calculate Reduction Factor (RF).
RF =1 minus Ratio RF =1- • 3 ? = c Z
Step 7: Calculate single outdoor opening as if all combustion air is from outside. tr
Total Btu/hr input of all Combustion Appliances in the same CAS Input: 9 . ( Btu /hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA):
Total Btu /hr divided by 3000 Btu /hr per in CAOA = 9C3 oC / 3000 Btu /hr per in = /3 3 Y ]n
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA =/S x • t!p = 8 27 in'
Step 9: Calculate Combustion Air Opening Diameter (CAOD) G
CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 Y Minimum CAOA = 2. $ 7 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.
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.
Page5of6
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.
B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted.
C. Barometric dampers ale 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
Explanation - If 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 air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
Page 4 of 6
One or multiple power
vent, direct vent ap-
pliances, or no combos-
tion appliances
Column A
One or multiple fan-
assisted appliances and
power vent or direct
vent appliances
;Column B
One atmospherically
vented gas or oil ap-
pliance or one solid fuel
appliance
Column C
Multiple atmospherically
vented gas or oil ap-
pliances or solid fuel
appliances
Column D
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
10
Passive opening
w /motorized damper
540 — 679
333 —419
231— 290
143 —179
11
Powered makeup air
>679
>419
>290
>179
NA
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.
B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted.
C. Barometric dampers ale 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
Explanation - If 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 air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
Page 4 of 6
Combustion air
Not required per mechanical code (No atmospheric or power vented appliances)
X
Passive (see IFGC Appendix E, Worksheet E -1)
I Size and type
s
Other, describe:
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.
B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted.
C. Barometric dampers ale 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
Explanation - If 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 air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
Page 4 of 6
4 wrightsoft Project Summary
Entire House
Elander Mechanical Inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-445-7487
Project Information
Notes:
For: 36/0 Sp/l7) t.,loo? Cot r+
(00 ( 4)d;s be)
Desi. n Information
Outside db
Inside db
Design TD
Winter Design Conditions
— Nov rig htoft' Right - Suite® Universal 8.0.04 RSU13410
Lennar 6004.rup Calc = MJ8 Front Door faces: N
Weather: Minneapolis -St. Paul, MN, US
-15 °F
70 °F
85 °F
Outside db
Inside db
Design TD
Daily range
Relative humidity
Moisture difference
Bold/italic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Job: 6004
Date: Jan 26, 2010
By: Scott
Summer Design Conditions
88 °F
75 °F
13 °F
M
50 %
26 grill)
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 50634 Btuh Structure 17039 Btuh
Ducts 1605 Btuh Ducts 577 Btuh
Central vent (50 cfm) 4535 Btuh Central vent (50 cfm) 688 Btuh
Humidification 8056 Btuh Blower 1024 Btuh
Piping 0 Btuh
Euiment Toad 64830 Btuh Use manufacturer's data n
Rate /swing multiplier 0.93
Infiltration Equipment sensible load 17955 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 1 (Average) Structure 3668 Btuh
Ducts 114 Btuh
Heating Cooling Central vent (50 cfm) 861 Btuh
Area (ft 4001 4001 Equipment latent load 4643 Btuh
Volume (ft 23595 23595
Air changes /hour 0.35 0.35 Equipment total load 22598 Btuh
Equiv. AVF (cfm) 143 143 Req. total capacity at 0.70 SHR 2.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX SERIES - RFC
Model ML193UH090P36C -` Cond 13ACX- 030 - 230`10
GAMA ID 4119046 Coil C33 -43
ARI ref no. 3231399
Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER
Heating input 88000 Btuh Sensible cooling 20860 Btuh
Heating output 83000 Btuh Latent cooling 8940 Btuh
Temperature rise 50 °F Total cooling 29800 Btuh
Actual air flow 1556 cfm Actual air flow 1200 cfm
Air flow factor 0.030 cfm /Btuh Air flow factor 0.068 cfm /Btuh
Static pressure 0 in H2O Static pressure 0.10 in H2O
Space thermostat Load sensible heat ratio 0.81
2011 -Jan- 2514:53:28
Page 1
-�+ wrightsoft® Component Constructions
Entire House
Elander Mechanical Inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952 - 445.4692 Fax: 952 - 445.7487
Project information
For:
000
Design Conditions
Location:
Minneapolis -St. Paul, MN, US
Elevation: 837 ft
Latitude: 45 °N
Outdoor:
Dry bulb ( °F)
Daily range (°F)
Wet bulb (° )
Wind speed (mph) 15.0
Heating
- 15
Cooling
88
19 (M )
71
7.5
Construction descriptions
Walls
12F -Osw: Frm wall, vnl ext, r -21 cav ins, 1/2" gypsum board int fnsh,
2 "x6" wood frm
15B- 4sfc -8: Bg wail, heavy dry or light damp soil, concrete wall, r -4
ins, 8" thk
Partitions
12F -Osw: Frm wall, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6"
wood frm
Windows
Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.22); 50' indoor insect
screen
Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.23); 50% indoor insect
screen
Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.23); 50% outdoor insect
screen
wrightsaft^ Right- Suite® Universal 8.0.04 RSU13410
Lennar 6004.rup Calc = MJB Front Door faces: 14
Or Area U - value Insul R Htg HTM
h° Bluh/lt" -"F it= "F/Btuh Btuh/ft"
n
e
s
s
w
w
all
n
e
s
w
all
n
n
e
s
s
w
w
all
e
w
Indoor:
Indoor temperature ( °F)
Design TD ( °F)
Relative humidity ( %)
Moisture difference (grill))
Infiltration:
Method
Construction quality
Fireplaces
480 0.065 21.0
443 0.065 21.0
216 0.065 21.0
432 0.065 21.0
99 0.065 21.0
446 0.065 21.0
2116 0.065 21.0
316 0.072 4.0
320 0.072 4.0
328 0.072 4.0
272 0.072 4.0
1236 0.072 4.0
267 0.065 21.0
30 0.300 0
12 0.300 0
96 0.300 0
36 0.300 0
15 0.300 0
63 0.300 0
50 0.300 0
302 0.300 0
12 0.300 0
39 0.280
Job: 6004
Date: Jan 26, 2010
By Scott
Heating Cooling
70 75
85 13
50 50
54.5 26.1
Simplified
Semi -tight
1 (Average)
Loss Cig HTM Gain
Bhrh Btuh/ft" Btuh
5.52 2652 0.89 426
5.53 2448 0.89 393
5.52 1193 0.89 192
5.52 2387 0.89 383
5.52 547 0.89 88
5.52 2463 0.89 395
5.52 11690 0.89 1877
5.82 1839 0 0
6.12 1958 0 0
6.12 2007 0 0
4.72 1285 0 0
5.74 7090 0 0
5.52 1475 0.41 108
25.5 765 7.62 229
25.5 306 7.62 91
25.5 2448 23.2 2224
25.5 918 13.4 482
25.5 383 13.4 201
25.5 1607 23.2 1460
25.5 1281 23.2 1164
25.5 7707 19.4 5852
25.5 306 24.1 289
23.8 928 22.6 880
2011 - Jan -25 14:37:50
Page 1
Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr, w 48 0.300 0 25.5 1224 22.0 1054
1/4" gap, 1/8" thk; NFRC rated (SFIGC =0.22); 50% outdoor insect
screen
Doors
11 K0: Door, mtl fbrgl type, mtl strm strm e 21 0.360 6.3 30.6 643 8.95 188
n 21 0.360 6.3 30.6 643 8.95 188
all 42 0.360 6.3 30.6 1285 8.95 376
Ceilings
16CR -44ad: Attic ceiling, asphalt shingles roof mat, r -44 cell ins, 1675 0.022 44.0 1.87 3132 0.84 1413
5/8" gypsum board int fnsh
Floors
20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 240 0.030 38.0 2.55 612 0.25 60
cav ins, gar ovr
20P -38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r -5 ext ins, r -38 7 0.030 38.0 2.55 18 0.25 2
cav ins, amb ovr
21A-24c: Bg floor, light dry soli, 5' depth, carpet fir fnsh 14 0.025 0 2.13 30 0 0
21A -32t: Bg floor, heavy dry or Tight damp soil, 8' depth 1256 0.020 0 1.70 2135 0 0
41- wrightsc ft • Right- Suite® Universal 8.0.04 RSU13410 2011 •Jan- 2514:37:50
Lennar 8004.rup Calc = MJ8 Front Door faces: N Page 2
a
ca
s
U
Y �a
oz
❑ ❑
0 ❑
fa' ❑ ❑
.2 0 ❑
❑ ❑
e 2" 0 ❑
_z 0 0
-0' ❑ ❑
' .-0` 0 0
.2' ❑ ❑
❑ ❑
,B' 0 ❑
PROPERTY LEGAL:
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
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
.' ❑ ❑ • Property corners
0 0 • Top of curb at the driveway and property line extensions
❑ „0' ❑ • Elevations of any existing adjacent homes
❑ • Adequate footing depth of structures due to adjacent utility trenches
❑ ,a 0 • Waterways (pond, stream, etc.)
Proposed
.2'' ❑ ❑ • Garage floor
^P1 0 0 • Basement floor
❑ ❑ • Lowest exposed elevation (walkout/window)
-0" ❑ ❑ • Property corners
❑ ❑ • Front and rear of home at the foundation
DATE OF SURVEY: IR12.W/ 0
LATEST REVISION:
PONDING AREA (if applicable)
❑ ❑ • Easement line
❑ ,Ef ❑ • NWL
❑ g ❑ • HWL
❑ ,- ❑ • Pond # designation
❑ ,g- ❑ • Emergency Overflow Elevation
❑ .. • PondlWetland buffer delineation
Y • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
16 ❑ ❑ • Lot lines /Bearings & dimensions
• ❑ ❑ • Right -of -way and street width (to back of curb)
• ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
if ❑ ❑ • Show all easements of record and any City utilities within those easements
,112' ❑ ❑ • Setbacks of proposed structure an ideyard setback of adjacent existing structures
9 ❑ ❑ • Retaining wall requirements:
Reviewed By
G: /FORMS /Building Permit Application Rev. 11 - 26 - 04
Date Z/7 / //'
Certificate of Survey for: LENNAR HOMES
LOT AREA = 12,370 SF SF
HOUSE AREA =1,933 SF
SIDEWALK =64 SF
PORCH =131 SF
DRIVEWAY AREA =1,039 SF
COVERAGE =32.2%
BUILDING COVERAGE
COVERAGE =19.4%
C' \,
A
.w.
5
3
3
10
10
L
G111
N N
906.8
r- -y
t0
0906.9
907.3
m
907.
905.2
(.0
904.9
0
60.3 - - - - -
905.0
905.0 1
- - - - - -1
I_,
904.8
0
904.1
904.0
2
10
I0x
IJ
I I
I• 1
t .
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pi coil
° � ` :� r ;�tmUrrtl Slope
or Retaining wail win
jilp Required .,.�
-- 6.00
- 3 .34
B -6
B:
2 /12/1/
SCALE : 1 INCH = 30 FEET
3498 110162009
PINEERengineering q g �� 7
c
0
o gg:61
0
0)
SEWED
LAUAN WSCiJUNWIIXINCi O t,
BENCH MARK:
TOP NUT HYDRANT
ELEV.=
ADD BRICK LEDGE AS REQUIRED
GRADING PLAN BY PIONEER LAs.T_biiiED: 5.-..28.4 -0 -WAS USED
TO DETERMINE THE PROPOSED ELEV - T1ONS SHOWN - ON THIS CERTIFI
PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL
LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER
PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS.
NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT
BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC
HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT.
CONTRACTOR MUST VERIFY DRIVEWAY DESIGN.
BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM
REVISED: NOTE:
12/28/10 STAKE
ADDRESS: 3610 SPRINGWOOD COURT, EAGAN,
BUYER: MODEL: ADDISON ELEVATION: B
BENCH MARK: 0
TOP OF SPIKE
ELEV. = 905.31 9s 48 + +E
Nag ° 2
0
VACANT co
(g O7.3) 40.7
'(908.8)
S88 ° 07 ' 16 " E
BENCH MARK: o^i
TOP OF SPIKE 0
ELEV.= 907.25 ••
VACANT
(g04.A)
38.58 40 69
0
tom)
1 000.0
LOT 2, BLOCK 3, STONEHAVEN 1ST ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT
UNDER MY DIRECT SUPERVISION THIS 27TH DAY OF DECEMBER, 2010.
04.1)
1
14
140.00
0
0)
INSTALL
CONTROL
LOWEST ALLOWABLE OPENING ELEV. : (900.6)
HOUSE ELEVATIONS :(PROPOSED) /ASBUILT
(901.9)
TOP OF FOUNDATION ELEV. : (909.9)
GARAGE SLAB ELEV. ® DOOR : (909.6)
T.O.F. ELEVATION ® LOOKOUT: (905.1)
LOWEST FLOOR ELEVATION
Q � 000.B6� -- oENOTES EXISTING ELEVATION
- NS DIVl c .�/ DENOTES PROPOSED ELEVATION
• - DENOTES DRAINAGE FLOW DIRECTION
DENOTES SPIKE
M A - DENOTES PROPOSED SILT FENCE
ref
DENOTES PROPOSED ROCK CONSTRUCTION
DENOTES EMERGENCY OVERFLOW
DENOTES ELEVATION ON
DENOTES CONSERVATION POST
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
AS SHOWN, AS SURVEYED
C30
901.1
902.7
m
DRIVEWAY
BY ME OR
SIGNED: ION E" ENGINEERING, P.A.
BY:
Peter J. Hawkinson License No. 42299
City of Eaall
Address: 3610 Springwood Ct
Zip: 55123 Permit #: 98127
The following items were / were not completed at the Final Inspection on: 7-21" ` 1/
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
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:
G:\Building Inspections\FORMS\Checklists
ty of EaRaII
3830 Pilot Knob Road RE EJVE
Eagan MN 55122
Phone: (651) 675-5675 MAY 112011
Fax: (651) 675-5694
Use BLUE or BLACK Ink
For Office Use
Permit #:
Permit Fee: °di
Date Received: S _ Z Z
Staff:
2012 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit #:
RESIDENT /
OWNER
Name: ' P \ kV V----iNA fl -12 Phone:
"'7ls �' �.
Address / City / Zip: r 0 ti1 tyO 7)
Applicant is: Owner / Contractor
TYPE OF WORK
Description of work: ----0%e•-`414,--
d-'—
d;t
Construc/ N
Construction Cost: 1.0 (.l CA (7 Multi -Family Building: (Yes c"::.),,
CONTRACTOR
,,
Company: I-tJ va iV'k' n cct:: t\ �r—
27 7 �1 , ( LIP 1 't;
-NI city
Address: 1 W
1
/_�'i' i
State: 77Zip: - l2 Phone: e' 2, CO 1r4 (p
License ft: LL -4 0 ( Lead Certificate #:
If the project is exempt
from lead certification, please explain why: (see Page 3 for additional information)
In the last 12 months,
_No If
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
has the City of Eagan issued a permit for a similar plan based on a master plan?
yes, date and address of master plan:
_Yes
Licensed Plumber:
Mechanical Contractor
Sewer & Water Contractor:
Phone:
Phone:
Phone:
NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide spec reasons that would permit the City to
conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One CaII 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.popherstateonecall.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 1 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
days of permit issuance.
4 it efl - v con x / �i► _
be completed within 180
Applirinted Name App r'nt's Si
Page 1 of 3
SUB TYPES
Foundation
Single Family
Multi
01 of _ Plex
Accessory Building
3 1 0 Sp( G
DO NOT WRITE BELOW THIS LINE J lb Q
7 )
Fireplace
Garage
Deck
Lower Level
WORK TYPES
New_ interior improvement
Addition_ Move Building
Alteration ^ Fire Repair
Replace ____ Repair
_ Retaining Wall
DESCRIPTION
Valuation
Pian Review
(25%_ 100%)(
Census Code
# of Units
# of Buildings
Type of Construction
Porch (3 -Season)
Porch (4 -Season)
Porch (Screen/Gazebo/Pe
Pool
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
$ Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: Ice & Water Final
Framing
Fireplace: Rough In Air Test Final
Insulation
Sheathing
Sheetrock
Reviewed By:
v Building Inspector
Siding
Reroof
Windows
ola)
Storm Damage
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
_ Demolish Building*
_ Demolish Interior
_ Demolish Foundation
_ Egress Window _ Water Damage
*Demolition of entire building — give PCA handout to applicant
fl -Lt
vviA.))-1,0
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Meter Size:
Final / C.O. Required
1.. Final / No C.A. Required
HVAC _ Gas Service Test Gas Line Air Test
Other:
Pool: ^Footings Air/Gas Tests _Final
Siding: _Stucco Lath _Stone Lath Brick
Windows
Retaining Wall: _ Footings _ Backfill _ Final
Radon Control
Erosion Control
RESIDENTIAL FEES
Base Fee
Surcharge
Pian Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
PINEERengineering
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 9
2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pippefrr.co>m Slopes
Certificate of Survey for: LENNAR HOMES or Retaining Wal WN
LOT AREA =12,370 SF SF ADDRESS: 3610 SPRINGWOOD COURT, EAGAN, 1P Required
HOUSE AREA =1,933 SF BUYER: MODEL: ADDISON ELEVATION: B
SIDEWALK =64 SF
PORCH =131 SF
DRIVEWAY AREA =1,039 SF
COVERAGE =32.2%
BUILDING COVERAGE
COVERAGE =19.4%
•
Ca
C�
13,
2//2/1/
LALIAN r ilrit .ki Mt 1),Ars.
to
BENCH MARK: 0
TOP OF SPIKE "coo
ELEV.=905.31 ° ,a8"E
N�9 29
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VACANT
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BENCH MARK: n•
TOP OF SPIKE o
ELEV.=907.25 °%
S88°07'16"E
IEWED
BENCH MARK:
TOP NUT HYDRANT
ELEV.=
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
NOTE:
VACANT
904.8
904.0
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140.00
n
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902.7
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INSTALL
PERIMETER CONTROL
LOWEST ALLOWABLE OPENING ELEV. : (900.6)
HOUSE ELEVATIONS
LOWEST FLOOR ELEVATION
TOP OF FOUNDATION ELEV.
: (PROPOSED)/ASBUILT
(901.9)
(909.9)
GARAGE SLAB ELEV. ® DOOR : (909.6)
T.O.F. ELEVATION ® LOOKOUT:(905.1)
ADD BRICK LEDGE AS REQUIRED
GRADING PLAN BY PIONEER LASTIWTED:5=28-10-WAS USED
TO DETERMINE THE PROPOSED ELEW1ONS SHOWN -ON THIS CERTIFICrIENS DIVISI..,5
PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL
LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER ---46---
PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS.
NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT
BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC
HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT.
CONTRACTOR MUST VERIFY DRIVEWAY DESIGN.
BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM
DENOTES
DENOTES
DENOTES
no A all DENOTES
rokitIF
1000.0 I
EXISTING ELEVATION
PROPOSED ELEVATION
DRAINAGE FLOW DIRECTION
SPIKE
PROPOSED SILT FENCE
DENOTES PROPOSED ROCK CONSTRUCTION DRIVEWAY
DENOTES EMERGENCY OVERFLOW
DENOTES ELEVATION ON
Q DENOTES CONSERVATION POST
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 2, BLOCK 3, STONEHAVEN 1ST ADDITION
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 27TH DAY OF DECEMBER, 2010.
REVISED: NOTE:
SCALE : 1 INCH = 30 FEET
3498 110162009
12/28/10 STAKE
SIGNED: ION E" ENGINEERING, P.A.
BY:
Peter J. Hawkinson License No. 42299
1
, Use BLUE or BLACK Ink
--------i
�-------- � �fE�
I For Office Use �
. I � 1 l.�
� Permit#: �O -�� � �/
Clty of �a��n � Permit Fee: � j ' �� �
3830 Pilot Knob Road � ..-^ �
Eagan MN 55122 � Date Received: 'Z� ' �J �
Phone: (651)675-5675 I � I
Fax: (651)675-5694 � Staff: l I
� I
2015 RESIDENTIAL BUILDING PER�VIIT APPLICATION
Date: Site Address: � � ff�✓l rk� C�T Unit#:
. �.. .
Name: � �'lq�T Phone:
� Address/City/Zip: (1� �D V /'��'1 � C� '
Applicant is: Owner �Contractor
�--
Description of work:___� .�►��
Construction Cost: � � M�alti-Family Building: (Yes /No�)
�----
�
Company: �SG ���c�. �;��—���0-1 _Contact: ����e-�
Address ��� ��h �c/G � _City: V lrlG��� ��
� State: �fU Zip: J��3 Z`� Phone: ��o��/ 7�/l� ErnaiL ���.•CC�S1'",^v + � �C �
�� �
License#:_F�(��7��02 Lead Certificate#:
If the project is exempt from lead certification, please explain why: (see Pa��e 3 for additional information)
COMPLETE THIS AREA ONLY IF CONSTRUCTIPJG 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:
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.qopherstateonecall.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��lans.
Exteriorwork authorized by a building permit issued in accordance with the Minnesota State 'Iding Code must be completed within 180
days of permit issuance.
X �f�. Ic7 ���..- X�
ApplicanYs Printed Name ApplicanYs Signature
Page 1 of 3
' 1 ��� /.�� � r
��>�-/G�° `?n�2i�'?(�(.C���' � �� ' � �
� NOT WRITE BELOW THIS LINE
SUB TYPES
_ Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family)
_ Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi)
Multi Deck Porch (Screen/Gazebo/Pergola) Miscellaneous
_ 01 of_Plex � Lower Level _ Pool _ Accessory Building
WORK TYPES
_ 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 � � I���
Valuation ' Occupancy �� MCES System
Plan Review Code Edition a=�i , �' ��'` SAC Units
(25%_100%�) Zoning � City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction � Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final /C.O. Required
Footings (Addition) � Final /No C.O. Required
Foundation � HVAC Gas Service Test Gas Line Air Test
Roof: _Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final
� Framing Drain Tile
�; Fireplace: �Rough In �Air Test �Final Siding: _Stucco Lath _Stone Lath _Brick
� Insulation Windows
Sheathing Retaining Wall: _Footings_Backfill_Final
Sheetrock Radon Control
Fire Walls Fire Suppression: _Rough In_Final
Braced Walls Erosion Control
Other:
Reviewed By: , Building Inspector
RESIDENTIAL FEES �
Base Fee ��'�'
Surcharge �,-
Plan Review
MCES SAC � �,,, j' �.�"� l�
City SAC �` � �°
Utility Connection Charge
S&W Permit 8�Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
kramer mechanical 6514621434 p.1
Use BLUE or BLACK I►�k
�------------
� For Offiee Use
. �. � 1
Clt of�� aIl � ���- ���� ; �,;t#: �-����� �
Y � � �(/�` � Pemnit Fee: ��. j
3830 Pilot Knob Road � i
Eagan MN 55122 � Date Received: i
Phone: (651)675-5675 �
Fax: (651)675-5694 I Staff: �
2015 RESIDENTIAL PLUMBING PERMIT APPLICATION
Date� Site Address• �(�/L" 1.-�,✓� 7L✓.1�?/ G�
Tenant: Suibe#:
c-_�_�.»....._.._.._
j ��sa�r
� �
R � � � p
` Resident/Owner ; Name: � v,?'�� Phane: �
���, � Address/Ciiy/Zip: 3
i y • ,���:� �
! � Name:Ti�/,�j�l,��/i i,�t �!?,f�f N vr1�l7 i N� d/��'ci�'�'�J license�:_ �i�l����
2 Contractor � Add�ess: ��.�L' i-c vr�l L-a��e. ��J% �;iy. -
; �. -
i � State: ".� Zip: `���'G�`I Phone: /��/ -! '�G��� 'l/C�
� � ' � �
�� � Contact: i � f11 Emaii: l P ii ` � Q.� G�'�
���.�........�.�...,.,. �
� _New Re laoement _Repair Rebuild �Modify Space Woric in R.O.W. �
� Type of Work � — p — _ ;
/� I /� � �
;k �Descrip�ion of work: l7i,sJ v''��fu?T �L�� /r"'Gr�''��) '�"r}!1 ��� � 1
--�:.,�.,.�..�.....�....._
� � RESIDENTIAL s '�
' F Water Heater � �
s � � Water Sofhener �
! Lawn Irrigation(_RPZ/_PVB)
j PerRl lt Type Add Plumbin Fixtures Main! �
!. � Septic Syslem s � 9 � �Lower Levei)
� � � i
� � _New WaterTurnaround �
; ' � �
i a
i __.; _Abandonment � �
3 RESIDENTIAL FEES: � � �
� $60.00 Water Heater,Water Softener, or Water Heater and Softener(inc�udes�5.00 State Surcharge) � ,
� $60.0�Lawn Irrigation(includes$5_00 minimum Shate Surcha�e) � !
� $60.00 Add Plumbing Fixtures, Septic Svstem Abandonment, WaterTurnaround*(includes$5.04 State Surcharge) �
� "Water Turnaroand(add$200.00 if a 5/8"meter is required) �
1 $115.00 Septic Svstem New($10.00 peras built)(includes County fee and$5.00 State Surcharge)
� TdTAL FE ES� �
�`-- 3
.� t
CALL BEFORE YOU DIG. Call Gopher Sta#e One Call at�651�454-OOD2 for protection against undergrouncf utility damage.
Call 48 hours before you irrtend to dig to reoeive locates of underground utilities. www.00pherstateonecall.org
I fiereby acknowledge that this infamation is complete and aocurate;that the work will be in con(onnance with the ordinances and codes of Ihe City of
Eagan; Ihat 1 understand Ihis is not a permil, but or�fy an application for a permil, and work is not to staA wilhout a permil;Ihaf the work will be in
accordance with Ihe approved plan in die case of work which requires a review and approval of plans
x �/���,�n�l"`�'t/ x ��� -
A�pl�canYs Printed Name plicants gnature
FOR OFFICE USE Re�iewed By:. Date:
Required Inspections: Under Ground Rough-In Air Test Gas Test Final
Meter Related Items: Meter Size Radio Read Manometer Staff:
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA150404
Date Issued:07/06/2018
Permit Category:ePermit
Site Address: 3610 Springwood Ct
Lot:2 Block: 3 Addition: Stonehaven 1st
PID:10-72700-03-020
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Softener
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.
Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener).
Fee Summary:PL - Permit Fee (WS &/or WH)$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 -
Sanjiv Kumar
3610 Springwood Ct
Eagan MN 55123
Dakota Water Treatment
17484 Goodland Path
Lakeville MN 55044
(952) 953-4643
Applicant/Permitee: Signature Issued By: Signature