972 Autumn Cir
g L /07 77_5_-- qi 367 7q
Use BLUE or BLACK Ink
~2LIO'777_1- 1 .--For- Office -Use-----------
` I
.
7 7 Permit
w?~ /~7 7s
Cit O1 Eain" Y Ifl / f L Permit Fee: 51w
3830 Pilot Knob Road
Eagan MN 55122 j Date Received:
Phone: (651) 675-5675 I I
Fax: (651) 675-5694 1 Staff: 1
I I
ct-
2 12 RESIDENTIAL BUILDING PERMIT APPLICATION COf 6
Da te: U / 'Site Address: 777x2 Unit
Name: /V4(--_O Phone:
RESIDENT v D`,, ~k
OWNER Address / City / Zip: (f! /7 ''II / II
Applicant is: Owner Contractor] ! L + TU+'trnve, 3RD
Description of work: V C G✓ ~~/V-f"sr/~GLG/~o'J i ret
TYPE OF WORK ~
Construction Cost: L Multi-Family Building: (Yes / NoK )
Company: L-e_,VA Contact: ll-a
Address: Q S r_' t9Wdd 144city: C Aa 44_')
CONTRACTOR /
Stater Zip: Phone:
License 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 ythest: 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
plan:
_Yes _No If yes, date and`address soof master
Licensed Plumber: we-3G
1444 Phone:
Mechanical Contractor: l ee Phone:
Sewer & Water Contractor: Phone(6'r~') d?y~ ~~wZ
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.aooherstateonecall.ora
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
x /n ' /7'it/ ~iC /,~C ~~S d~✓
Applic nt's toted Name Applicant' nature
Page 1 of 3
• DO NOT WRITE BELOW THIS LINE 0 7 7 /
SUB TYPES
_ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage
. Single Family Garage _ Porch (4-Season) _ Exterior Alteration (Single Family)
_ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi)
_ 01 of - Plex _ Lower Level Pool _ Miscellaneous
Accessory Building
WORK TYPES
-:~L New _ Interior Improvement Siding _ Demolish Building'
Addition _ Move Building _ Reroof _ Demolish Interior
_ Alteration _ Fire Repair _ Windows _ Demolish Foundation
_ Replace _ Repair _ Egress Window _ Water Damage
Retaining Wall `Demolition of entire building - give PCA handout to applicant
DESCRIPTION
Valuation ~19g G~ Occupancy le MCES System
Plan Revi Code Edition ;Z 40.7 SAC Units /
(25%1 00%__) Zoning D. City Water
Census Code Stories Booster Pump /p
# of Units Square Feet PRV Avp
# of Buildings Length Fire Sprinklers N'a
Type of Construction Width 40
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final I C.O. Required
Footings (Addition) Final I No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
Drain Tile Other:
Roof: kIce & Water ,Final Pool: -Footings Air/Gas Tests -Final
Framing Siding: -Stucco Lath Stone Lath -Brick
Fireplace: _j CiRough In JLAir Test Final Windows
Insulation Retaining Wall: _ Footings - Backfill _ Final
Sheathing Radon Control
Sheetrock Erosion Control
Reviewed By: Building Inspector
RESIDENTIAL FEES 4 L Aylwl pw G IF G Y `r
Base Fee 3y~4 rf iY /
~„L
Surcharge !2- C
Plan Review d ~
MCES SAC 'Pa3 0(9- 90
City SAC
Utility Connection Charge )g- A, 73Af70 302
S&W Permit & Surcharge r•WyT„Y~ ~AA~ ~ y~ 9~6 c✓
Treatment Plant / P.4"#
Copies
TOTAL 1•~ ('d►p
Page 2 of 3
77-75
New Construction Energy Code Compliance Certificate
Per NI 101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N110 1. 8.
stalling Address of the Dwelling orDieellhtg Unit City
972 AUTUMN CIRCLE EAGAN
Name of Residential Contractor sIN License Number
Lennar
THERMAL ENVELOPE RADON SYSTEM
Type: Check All That Apply X Passive (No Fan)
Active (With fan and nionometer or
A ti
E other system nroniforing device)
`o c 3 U
a o et
3 d to m s°i U ~ ~
R y L
I z ~ 2 u o,
c ~o E
Other Please Describe Hero
F z w w a s 'R
Below Entire Slab X
Foundation Wall Q INTERIOR
Perimeter of. Slab on Grade X
Rim Joist (Foundation) 10 INTERIOR
Rim Joist (t`' Floor+).: 10 INTERIOR:
Wall 21
Ceiling, flat 44
Ceiling, vaulted 44
Bay Windows or cantilevered areas 38 5
Bonus room over garage X
Describe other insulated areas.
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC): 0.24 R-8111-value
MECHANICAL SYSTEMS Make-up Air Select a Tylm
Appliances Heating System Domestic Water Heater- Cooling System X Not required per mech. code
Fuel Type Natural Gas Natural Gas Electric. Passive
Manufacturer Lennox AO Smith Lennox Powered
Interlocked with exhaust device.
Model. ML193UH110P4E GPVH50N 13ACX-042-230 Describe:
Input in Capacity in Output in Other, describe:
Rating or Size DTUS: 1101000 Gallons: 5tl Tone: 3,5
Heat Loss: Heat Gain. Location of duct or system:
Structure's Calculated 89,359 31,317
AFUE or SEER: 13
HSPF% 93
Calculated 37,888
Efficient cooling load: Cfm s
PLAN 6008 SPRINGDALE "round duct OR
Mechanical Ventilation System " metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech. code
Select Type X Passive
Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe:
Energy Recover Ventilator(ERV) Capacity in cfms: Low: High: location of duct or system:
X Continuous exhausting fan(s) rated capacity in cfms: 3 fans cont. low total 100cfm Mechanical Room
Location of fan(s), describe: Owners Bath and Main Bath and 314 Bath Cfm's
Capacity continuous ventilation rate in cfms: 100 Insulated Flex
Total ventilation (intermittent +continuous) rate in cfms: 475 " metal duct
Created by BAM version 052009
PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE
Compliance with Procedures to Ensure
Submitter: Noise Impact Area Adequate Noise Attenuation:
Lennar Airport - MSP International Exterior wall construction:
16305 36th Ave. No. Noise Zone - 4 LP Smart Board
Suite 600 15/32" sheathing
Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap
952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C.
R-21 batt insulation with 1/2" gypsum board
Roof Construction:
Plan Reviewed: Peaked roof with manufactured trusses 24" O.C.
Roof vents
Shingles
Information Submitted: 15# felt
Annotated architectural drawings includin : 1/2" sheathing
Blown insulation R-44
Windows: Atrium 5/8" gypsum board
Swinging Patio Doors: Atrium
Entry Doors: Therma Tru Mechanical Ventilation System:
Skylights: N/A 3-ton central air conditioning unit
Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals:
All window and door openings are to be caulked
Average window/wall area for exterior wall: with butyl-based caulk
With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap:
with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed
requirements;
Ventilation Duct Exterior Wall Penetrations:
Summa : All exterior ducts will have bends as required
by the ordinance
Other measures including duct bends and caulking are being
taken to ensure minimum transmission of noise through the Door and Window Construction:
exterior building shell so that the construction should meet Windows: Atrium (30 STC)
the compatibility guidelines.
Sliding Patio Doors: Atrium (30 STC)
Therefore, the materials and construction as proposed should
meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC)
Skylights: N/A
Review Completed (date):
Other Exterior Wall Penetrations:
Review Completed by: Tom Tamte Sill sealer between plates and blocks
Ventilation, Makeup and Combustion Air Calculations
Submittal Form For New Dwellings
These blank submittal forms and instructions are available at the Clty4lMlllMNM 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:
Site address , r Date
:contrisctor Completed
B
Gvr r a
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet (Conditioned area including
Basement-finished or unfinished) i Total required ventilation E
N
umber of bedrooms S Continuous ventilation 0
Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1.
The table and equation are below.
Table N1104.2
Total and Continuous Ventilation Rates (in cfm)
Number of Bedrooms
1 2 3 4 5 6
Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/
s q. ft.) continuous continuous continuous continuous continuous continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 110/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/10 215/108
5501-6000 150/75 165/83 180/90 195/98 210/105 225/113
Equation 11-1.
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm)
Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,
for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery 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.
GASAFETYUMVenl-makeup-comb air submittal (2).docx Page 1 of 6
Section B
Ventilation Method
(choose either balanced or exhaust on )
Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only Oq~y ('On . /o t&J
ery Ventilator) - cfm of unit In low must not exceed continuous venti- Continuous fan rating in cfm
lation rating by more than 100%. d ~ 1&We-`,-
Low cfm: High cfm: Continuous fan rating In cfm (capacity must not exceed
continuous ventilation rating by more than 100%) LZe
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 c fm airflow must be equal to or greater than the required continuous ventilation rate and
less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)
Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan Schedule
Description Location Continuou Intermittent
f.4 r es~r~
--IL Y ~o
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 m 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)
go I re
Directions -Describe the operation of the ventilation system, There should be adequate detail far plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if
exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. if an ERV or HRV is to be
installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as
detailed in the manufactures' lnstallation instructions. If the installation instructions require or recommend the equipment to be interlocked with the
air handling equipment for proper operation, such interconnection shall be made and described.
Section E
Make-up air
Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1)
Interlocked with exhaust device (determined from calculation from Table 501.3.1)
Other, describe:
Location of duct or system ventilation make-up air: Determined from make-up air opening table
cfm Size and type (round, rectangular, flex or rigid)
(NR means not required)
Page 2 of 6
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 dweNings, 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, flexor 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 re uired for combustion appliances, see KAIR method for calculations)
One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical-
vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil
pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel
tion appliances appliances appliances
Column C Column D
Column A Column B
1.
a) pressure factor 0.15 0.09 0.06 0.03
(cfm/sf)
b) conditioned floor area (sf) (including
unfinished basements)
Estimated House infiltration (cfm): (la
x lb] W
2. Exhaust Capacity
w
a continuous exhaust-only ventilation
system (cfm); (not applicable to ba-
lanced ventilation systems such as
HRV)
b) clothes dryer (cfm) 135 135 135 135
c) 80% of largest exhaust rating (cfm); O
Kitchen hood typically
(not applicable if recirculating system
or if powered makeup air is electrically y rJ
Interlocked and match to exhaust)
d) 80% of next largest exhaust rating
(dm); bath fan typically Not
(not applicable if recirculating system
or If powered makeup air is electrically Applicable
interlocked and matched to exhaust)
Total Exhaust Capacity (dm),, q ?5-
12a + 2b +2c + 2d]
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above)
b) estimated ated house infiltration (from
above / t0 +
Makeup Air Quantity (cfm);
[3a - 3b]
(if value is negative, no makeup air is I V rrj.
needed
4. For makeup Air Opening Sizing, refer
to Table 501.4.2
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent
and direct vent appliances may be used.)
B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be 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
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
One or multiple power One or multiple fan- One atmospherically Multiple atmospherically
vent, direct vent ap- assisted appliances and vented gas or oil ap• vented gas or oil ap- Duct di-
pilances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter
tion appliances vent appliances appliance appliances
Column A Column 8 Column C Column 0
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 -195 100-13S 62 - 83 8
Passive opening 318 - 419 196 - 258 136-179 84-110 9
w/motorized damper
Passive opening 420 - 539 2S9 - 332 180 - 230 111-142 30
w/-motorized damper
Passive opening S40 - 679 333-419 231-290 143-179 11
w/motorized damper
Powered makeup air >679 >419 >290 >279 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.
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 are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Sections F
Combustion air
Not required per mechanical code (No atmospheric or power vented appliances)
X Passive (see IFGC Appendix E, Worksheet E-1) Size and type ! A
Other, describe:
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 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
Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air
Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out.
iFGC Appendix E, Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace, Boller, and/or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace/Boiler:
_ Draft Hood _ Fan Assisted XDirect Vent Input: Btu/hr
or Power Vent
Water Heater:
` Draft Hood x Fan Assisted _ Direct Vent Input: 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: ai 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 Stu/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 S.
4b. Known Air infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: Oa Btu/hr
Use Fan-Assisted Appliances column In Table E-1 to find RVFA: 3 600 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 = + _ 3 d oo 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 o to STEP S.
Step 5: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = s g~ / 3Qb 96
Step 6: Calculate Reduction Factor (RF). Q
RF =1 minus Ratio RF =1- ♦ 86 - / I
Step 7: Calculate single outdoor opening as if all combustion air Is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS Input: ±01CO0 Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA): ? 7
Total Btu/hr divided b 3000 Btu/hr per in' CAOA - 1/0/ 3000 Btu/hr per inj = /-s• - . in'
Step B: Calculate Minimum CAOA. S ) fi
Minimum CAOA - CAOA multiplied by RF Minimum CAOA =/3 > ,3 x /Y = t! d in'
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD =1.13 multiplied by the square root of Minimum CAOA CAO0 = 1.13 V Minimum CAOA = r~ 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.
Page 5 of 6
C ::r N (D nnn
b o a a a W A o m o° A 3 0 0 ; a D ~ CL
x x x x x x x xC x x x x o x g x x x a: z m CD .0 .
Gl~ $~71 N N O~ W Of M W 0) N O En f7~ Ol W' O O rT N 01
n -n
[n fA N fn (A fn 47 Vl 0 Ul N fA W N (n Ul to N N cn w a Ir(i r OD M
S a 2 2 2 2 2 2 0 2 0 0 2 2 2 2 2 x 2 ~t Z i W Z k11
N N N N N N N N N N N N N Z CS s'+'.
v o 0 0 0 0 0 0 0 0 0 0 0 0° O: Z Mtn Z P
CA)
se ab as ;t v~ v O xk z
N N N N ~ N N N ~ N N 3y N N N N ~ N Q
0 0 0 0 0 0 0 0 0 0 0° D° o 0 0 0 0 Z Z 2 Z . . p.
O..
cn 0 m co co (n cn w co cn -n 0) 0 ca to [n -n -n v, m n . 0
Z Z X Z Z Z Z Z' Z Z yc Z p r = Z X X Z Z = 1- '
G7 G7 rn O G] G7 G) G7 G) O m O Z1 O m to ffi m Z',
S s 0 s x x 2 2 x 2 o s r A m 2 0 z 2; r -n z
z z N z z z z z Z z z r Z Z r Z Z D m'
67 Gl O G7 O O a m Z O~ m Z 47 Gf fn
-1 r r r r i- r S C
F 2 m'
D D D D D Cn G? n w G) ~y Z 2 C r l D O:
0 K D 0 0 0 m 0 r 0m cn w n C~ O C C Q
rn C m u) -co 'co C cn C1 o w w ~n
in m wi w in o O 01 s n 0° m` m@ m co }
W 0 0 0 w o 2.-
0 M y ° m in p ~ 2 p L~ M. 'a 'i3 C -n -0 CO)
.
3 X I'm 0 o Q A o cn -i ~ A n a 0) g s
W -0 N .n A 1 p wwo T fn fn A CL . % O
4-1 "m cn
0 0 O M D o o 1" cn A
w w m m a y O Cn m w
M < 4 w cn w w G). m y fj) N Z ICL
T -U 0 0 0 D
o -Ni rn G) D M
o w cn A Z
$ ° ; Z ~ wN
z z z z z z z z z z z z z z z z z z z z ca w C> C)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .rn a K °o
Z Z Z Z Z Z Z Z Z Z 2 Z Z Z Z Z z z z Z K N Z
M m m m m m m m m m m m m m m m m m m m r i7 m
fl
Cl)
c C)
A N A .p w N A A A V O7 V j N ~1 m
d t0 J O 0 A A O W A N O ~o A O Z O ~ I
X X X X X` x x X x x X -s m
p~ d a p~ p, a, a A A J m m A a .P N A A A
o X x o o a x N X A N O o cA x x a x x x G)
Uml `7
O e N N O O 03 0
° N N Cr O
0
MR m ti a 0 ,-4 M M 0 O<< z p ~ a rn
o -t --I 1 Z C O A 9 f m t ~ 7D n W
ft ;a ;o ;o m m a 2 m X O O O $ M 3 m 0 tie .
.b
F3 v o z v v c O O O v 010
M 2 <D cn
3Q
C.
C m e
N V Oy?
~ R} = d
Q , YJ N ~ N .a
~J CA o W'
wrightsoft- Project Summary Job: 6006
Date: October 11, 2012
Entire House By: Scott
Elander Mechanical Inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952-445.4692 Fax: 952-445.7487
q-~ ) • e •
For: 1 /d UTC. Mkl C,'~c ! C
Notes: l10` S'9, 3
AIG 3 78 r Io
Desigp Information
Weather: Minneapolis-St. Paul, MN, US
Winter Design Conditions Summer Design Conditions
Outside db -15 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF
Design TD 85 OF Design TD 13 OF
Daily range M
Relative humidity 50 %
Moisture difference 26 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 65466 Btuh Structure 28346 Btuh
Ducts 1619 Btuh Ducts 570 Btuh
Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1377 Btuh
Humidification 13203 Btuh Blower 1024 Btuh
Piping tuh
Equipment load 89359 Btu Use manufacturer's data
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 31317 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 1 (Tight) Structure 4741 Btuh
Ducts 108 Btuh
Heatin Cooling Central vent (100 cfm 1722 Btuh
Area (ft2) 514 5140 Equipment latent load) 6571 Btuh
Volume (ft3) 35262 35262
Air changes/hour 0.35 0.35 Equipment total load 37888 B#uh
Equiv. AVF (cfm) 206 206 Req. total capacity at 0.70 SHR
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX SERIES - RFC
Model ML193UH110P48C-* Cond 13ACX-042-230*12
GAMA ID 4119048 Coil C33-43*++TDR
ARI ref no. 3661202
Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER
Heating input 110000 Btuh Sensible cooling 29050 Btuh
Heating output 104000 Btuh Latent cooling 12450 Btuh
Temperature rise 50 OF Total cooling 41500 Btuh
Actual air flow 1949 cfm Actual air flow 1383 cfm
Air flow factor 0.029 cfm/Btuh Air flow factor 0.048 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.83
Haldlkalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-Pk- wrigi tsortC- Right-Suite® Universal 8.0.04 RSU13410 2012-Oct-11 16:13:43
.4CCA H. Elander\Desktop\Wrightsoh Heat LosslLennar 6008 Eagan.nq Calc = W8 Front Door faces: Page t
Component Constructions Job: 6008
wrightsoft$ Date: October 11, 2012
Entire House By: Scott
Elander Mechanical Inc.
591 Citation Drive. Shakopee, MN 55379 Phone: 952-445.4692 Fax: 952-445.7487
• • •
For:
Design Conditions
Location: Indoor: Heating Cooling
Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75
Elevation: 837 ft Design TD (°F)) 85 13
Latitude: 45°N Relative humuiity 50 50
Outdoor: Heating Cooling Moisture difference (grflb) 54.5 26.1
Dry bulb (°F) -15 88 Infiltration:
Daily range (°F) - 19 (M } Method Simplified
Wet bulb (F) - 71 Construction quality Ti ht
Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight)
Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
m atuh/43 °F ftmF/Btuh 81uhlk= ewh Bluhnt' ewh
Walls
12F-Osw: Frm wall, vnl a r-21 av ins, 1/2" gypsum board int Irish, n 590 0.065 21.0 5.52 3258 0.89 523
2"x6" wood frm a 589 0.065 21.0 5.52 3253 0.89 522
5 858 0.065 21.0 5.53 4740 0.89 761
W 982 0.065 21.0 5.52 5424 0.89 871
all 3018 0.065 21.0 5.52 16675 0.89 2678
156-1 Osfc-8: Bg wall, light dry soil, concrete wall r 10 i s, 8' thk n 368 0.050 10.0 4.25 1564 0 0
e 384 0.050 10.0 4.25 1632 0 0
s 368 0.050 10.0 4.25 1564 0 0
all 1025 0.050 10.0 3.99 4093 0 0
Partitions
12F-Osw. Frm wa Cj-21 v ins, 1/2" gypsum board int fnsh, 2"x6" 357 0.065 21.0 5.52 1972 0.41 145
wood frm
Windows
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated in 18 0.290 0 24.6 452 9.21 169
(S_ HG==0.29) s 61 0.290 0 24.6 1507 17.2 1053
W 209 0.290 0 24.6 5160 30.8 6446
W 54 0.290 0 24.6 1325 30.8 1655
all 343 0.290 0 24.7 8444 27.2 9322
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 170 0.290 0 24.6 4195 28.0 4764
o GC=0.26
1 OD-v: 2 glazing, clr low-e outr, air gas, vni frm mat, clr Innr, 1/4" w 17 0.270 0 23.0 390 18.1 308
gap, 118" thk; NFRC rated (SHGC=0.24)
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 31.7 1294
(SHG~ GC=0.3 )
Doors
11,10: Door, mtl fbrgl type a 21 0.600 6.3 51.0 1071 14.9 313
n 21 0.600 6.3 51.0 1071 14.9 313
all 42 0.600 6.3 51.0 2142 14.9 626
wrightsoft- Right-Suite® Universal 8.0,04 RSU13410 2012-Oct-11 16:13:43
ACCA H. ElandaADesktop\Wrightsott Heat LosslLennar 6008 Eagan.rup Calc = We Front Door faces: Page 1
Ceilings
16 R-44ad: Attic ceiling, asphalt shingles roof ma r-44 eil Ins, 2104 0.022 44.0 1.87 3934 0.84 1775
518' gypsum board int fnsh
Floors
20P-38c: Fir floor, frm fir, 12' thkns, carpet fir fnsh r-5 ext i*r-38 8 0.030 38.0 2.55 20 0.25 2
cav Ins, amb ovr
20P-38c: Fir floor, frm fir, 12' thkns, carpet fir fnsh r-5 ext i416 0.030 38.0 2.55 1061 0.25 104
cav ins, gar ovr
20P-38t: Fir floor, frm fir, 12' thkns, file fir fnsh, -5 ext Ins, 24 0.030 38.0 2.55 61 0.25 6
ins, gar ovr /
21 A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1656 0.020 0 1.70 2815 0 0
-+JA- wrightsofC Right-Sulte® Universal 8.0.04 RSU13410 2012-00-11 16:13:43
AtCA H. Elander\Desktap\Wrightsoft Heat Loss\Lennar 8008 Eagan.rup Calc = MJ8 Front Door faces: Page 2
7 7.7
City c~ T1
City Inspection Dept. Copy of f Eayn
City Forester Copy
Applicant/Builder Copy
INDIVIDUAL RESIDENTIAL LOT
TREE PRESERVATION PLAN SUMMARY
CITY OF EAGAN FORESTRY DIVISION
651-675-5300
(BUILDER, PLEASE READ ATTACHMENTS)
Development STONEHAVEN 3rd ADDITION
Lot Number 4 Block Number 1
Address 972 Autumn Circle
Builder Lennar Homes
Phone Number: 612-490-0975
Contact: Troy Hendrickson
Tree Protection Requirements:
X Tree Protection Fencing Installed on Site
Oak Tree Pruning (Immediately seal wounds during April 1 to July 31)
Therapeutic Pruning Required
Retaining Wall To Be Installed
Other:
Replacement Trees:
x Not Required
As Follows:
Attachments: E ` AN FORESTRY DIVISION
X Yes (Refer to atta hf3E14EWSQls)
No nor
Additional Notes: DATE
to ` ZG ~l z
Highove\2012fi1e\treepres\Tree Preservation Plan Stonehaven 3rd Additi n Lot 4, Block 1
/6777-5
P Iw.NEERengineering
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com
Certificate of Survey for: LENNAR HOMES
ADDRESS: 972 AUTUMN CIRCLE, EAGAN, MN
BUYER: MATSOFF MODEL: 6008 ELEVATION: D3 EXPANDED
G\~G~ BENCH MARK:
BENCH MARK: TOP NUT HYDRANT LOTS 7-8 BLK 1
V TOP OF SPIKE ELEV.=912.58
ELEV.=909.36
1
PJ ~i ^i PROPOSED I
HOUSE j rn
\t I STAKED
LI C)
i ♦ ti
90e a ♦ /~/b+
D 'a~\ 0 4j9S 23p,
'Q 71
908.5
~ 9os.~J
~ _906.8 m ♦ ~ 5' pQ0 P ,~~\\a $~0 1440
(908.9) 'o $ /off o N \ \ 6 pJ I QI SO \ \ 1904.S)
(O N I ~♦11 0. o/ y2, t Ge~P \L
mr?I t 1~O~9a1 \ 905.4 P
BENCH MARK: ~L 5
TOP OF SPIKE L6i o 'I 05 f
0 9oz6
ELEV.-905.71 \ r OQ 3 ~p•
0') '15.7 \ 6 Q~~O`~F0 I°O y91
LO o _
J 0 \ \ ( I ~1 X 907.6 (v Ldf 4
~ix
r LOT AREA = 17411 SF 900 X.90\ '~rkgT W
HOUSE AREA =2399 SF 9) ~1 \ X40 o H
PORCH AREA = 229 SF
DRIVEWAY AREA =978 SF Sspo L99 ~ACk4 ~
COVERAGE = 20.7% p6+, \ \ NFj\
BUILDING COVERAGE =15 % 37 ~ \ \ 0 0)
F \
cc j 10
WETLAND 4u CI T) li ~qN 6
W-j '0
NWL=891.0 pFR o0 G ¢ ° V
HWL=891.6
♦ 4
♦
NOTE ADD FOUNDATION LEDGE AS REQUIRED \
LOWEST ALLOWABLE FLOOR ELEVATION :902.7
NOTE GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED
TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE HOUSE ELEVATIONS : (PROPOSED) /ASBUILT
NOTE PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL
LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION 904.4) /
CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS.
TOP OF FOUNDATION ELEV. (912.4)
NOTE NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT /
BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (912.1)
HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. -
NOTE THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION
NOTE CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION
DENOTES DRAINAGE FLOW DIRECTION
NOTE BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE
i
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 4, BLOCK 1, STONEHAVEN 3RD 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 17TH DAY OF SEPTEMBER, 2012.
REVISED: NOTE:
SCALE 1 INCH = 30 FEET 19/18/12 STAKE HOUSE SIGNED: P NE.Se EERING, P.A.
BY:
7352 112229002 Peter J. No. 42299
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
4 4 c k 1 l rd
- PROPERTY LEGAL: ~ ~ Yl
DATE OF SURVEY: 9~I8~IZ
LATEST REVISION:
as
y~
U
Q ~
O z Q DOCUMENT STANDARDS
❑ ❑ Registered Land Surveyor signature and company
❑ ❑ Building Permit Applicant
❑ ❑ Legal description
'E' ❑ ❑ • Address
0 0 • North arrow and scale
❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
,p ❑ ❑ • Directional drainage arrows with slope/gradient %
)2 ❑ ❑ • Proposed/existing sewer and water services & invert elevation
❑ ❑ • Street name
0 0 • Driveway (grade & width - in R/W and back of curb, 22' max.)
❑ ❑ • Lot Square Footage
❑ ❑ • Lot Coverage
ELEVATIONS
Existing
❑ ❑ • Property corners
❑ 0 9 Top of curb at the driveway and property line extensions
f~ ❑ ❑ • Elevations of any existing adjacent homes
❑ 0 • Adequate footing depth of structures due to adjacent utility trenches
❑ ❑ • Waterways (pond, stream, etc.)
Proposed
❑ ❑ • Garage floor
❑ ❑ • Basement floor
❑ ❑ • Lowest exposed elevation (walkout/window)
0 ❑ • Property corners
,eJ 0 ❑ • Front and rear of home at the foundation
PONDING AREA (if applicable)
10 ❑ • Easement line
'z 0 ❑ • NWL
'00 0 • HWL
0 ❑ • Pond # designation
0 0 • Emergency Overflow Elevation
X ❑ • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y Conservation Easements
DIMENSIONS
0 0 • Lot lines/Bearings & dimensions
❑ ❑ • Right-of-way and street width (to back of curb)
0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
❑ ❑ • Show all easements of record and any City utilities within those easements
❑ ❑ Setbacks of proposed structure and O&ilya setback of adjacent existing structures
~d ❑ ❑ Retaining wall requirements: V/ 0'
Reviewed By: eN6"6~~ Date
G11FORMSBuilding Permit Application Rev. 11-26-04
` P18NEERengineerin 10-7 ~ 7
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneeren .com
Certificate of Survey for: LENNAR HOMES
ADDRESS: 972 AUTUMN CIRCLE, EAGAN, MN has
BUYER: MATSOFF MODEL: 6008 ELEVATION: D3 EXPANDED
BENCH MARK:
BENCH MARK: TOP NUT HYDRANT LOTS 7-8 BLK 1
V TOP OF SPIKE ELEV.=912.58
ELEV.=909.36
PROPOSED i~
9 1 tV HOUSE I rn
o oo,~ 11 v~ i STAKED i o
'u L l a;
908.8 4 9 \ N6
\ ?o
30
a:
(1911
r 1 1.9 91 3
.420
r ' 10 9SO
908.8 OQdc~
, o , ,nG~ sl 7
(908.9) o o ~l~'~ \ 00~
N 91 6° ~p ~ \ ~ II
_ N ` ~l t~ 9 1 I ~PG~ 1~Op 4.6 1 \ / O
1`L 9y `9°2 905.4
op y e
BENCH MARK: '!L 5'
TOP OF SPIKE rO i ° II ~F,~ 902.6
, QO p. 0
ELEV.=905.71 ) 9~ \ QUO OJT 0~ I O 91 I
~i~ poi J ` ' k ~ k$O 9~~• ~
J .•(0.i 0 \ ` Fkl X 901.6 (V
9
a .0
i / Oa
z LOT AREA =17411 SF X9008 q1.2
/ig
HOUSE AREA =2399 SF J ql 4N0
SF / ~Q
PORCH AREA = 229 SF a~
DRIVEWAY AREA =978 SF 600 0)
COVERAGE = 20.7% F
BUILDING COVERAGE =15.1% a
^o J 10 Z
W= 91.0 T FRN0 S p,
HWL=891.6 OC gy'
t:N~~-uv Lrv+~uvc~wv.. V~r!'. \~1,~~'.L4
NOTE: ADD FOUNDATION LEDGE AS REQUIRED
LOWEST ALLo*ABLW = ELEVATION :902.7
NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED
TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT
NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL /
LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION (904.4)
CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS.
TOP OF FOUNDATION ELEV. (912.4) /
NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT
BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. 0 DOOR (92.1) /
HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION
DENOTES DRAINAGE FLOW DIRECTION
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 4, BLOCK 1, STONEHAVEN 3RD 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 17TH DAY OF SEPTEMBER 2012.
REVISED: NOTE:
9/1 STAKE HOUSE SIGNED: P NEER ENGINEERING, P.A.
8 12
SCALE 1 INCH = 30 FEET
B Y:
7352 112229002 Peter J. Hawkinson License No. 42299
Truss ID: H3REP
Job Name: 6008 SPRINGDALE - D
3 +O
O
0
N
O
LO
CO
N
ID
O
>0,
z. - a •
O c0=n.O.L
�n m rov
wam • wa ,- _',T-Y,..12.
�aavn `-'
RI
C ros v N. 000 b0
n:
U L H 0000 00 00
ro 0 a R C'''
i..-.r.rv.00
H�CLa CCC J z.Oo .99.. Lr''' L-''-i'‘--'4S'-'14:27,'
•O ro V w 44(40 II G.yvvvvv Ovvv�vci.`ii.`iiv
.ut2Cro0 Z� H
F-lDN O NZ V ,,',i�>= z '�iY ri.ni� il mmrvmmm 'Ell n �� .o,r
¢IDa H I- w`4z n_J0Jw� r r
4 N N VI x4-+ w •
o 00 I.-, 00,,,,,,,,,E ,,,,,,,,,,,,
roa. mNw �' O
Z E jw U Zl0 '^ - O •0n00000Ov+
OH 004,1 W4. 0 W H v, Owo_,
JNn.0 LK Lr.O OIV Zv.,1(' "
X OI -IV 0,, NJ w O,££rv.rvry
OMO' Z CCC!-� aLU Cr t
Oaemm
d' w0Qro00 10 Q
C1 -I Z0 O DO.ON
u.aNvy�N¢ao m N-�ma44,1
m m 0m =v, 0f-1-� �~ ^'^ia�,..o m
N m N
p O
H00 M N
O
co
CO A
l
Mr
Cust: LENNAR
WO: Drive_S_t25792_L0000
LO
V
ID
CI
01
0
DEFL RATIO: L/240 TC: L/180
4-4-4-4- 4-
‘n to, in
O.aas 0.
0000 O
O O O O O
1n 000 1n
m 1i 14 1.,
Bldg Code:IRC-2006
H
0
March 22, 2013
972 Autumn Circle
Eagan, Minnesota
NORTHLAND BUILDERS of PRINCETON Inc
30121 136th Street PrInceton„ Minnesota 55371
Office 763-389-4969
Mobile 612-366-3614
Fax 763-389-4357
Email northiandetisfarnify.net
Frl-rz-/
Krezek Construction installed a 20 inch panel on the inside corner of the garage per the engineering.
Blaine Peterson
Northland Builders
City of Eagan
PERMIT
City of Eaan
Permit Type: Plumbing
Permit Number: EA109722
Date Issued: 04/01/2013
Permit Category: ePermit
Site Address: 972 Autumn Cir
Lot: 4 Block: 1 Addition: Stonehaven 3rd
PID: 10-72702-01-040
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.
Bob Sable
5242quebec Ave N.
New Hope, MN 55428
Fee Summary:
PL - Permit Fee (WS &/or WH) $55.00
Surcharge -Fixed $5.00
0801.4087
9001.2195
Total: $60.00
Contractor:
Bob Sable Services
5242 Quebec Ave N
New Hope MN 55428
(612) 534-6526
- Applicant -
Owner:
Us Home Corporation
16305 36th Ave N Ste 600
Minneapolis MN 55446
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
Date:
C!ty of kali
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651)675-5694
Use BLUE or BLACK Ink
For Office `Use
Permit #: 1 t t
Permit Fee: 15(1,13
Date Received: 11 14 (13
Staff:
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
-//73 Site Address: 9 7.? Act
Unit #:
Name: %f' /mac /`c Mme/ GL �S✓�/
/�+ c �
Address / City / Zip: 770) /La-- .
Phone: 66'7 " 1/5;2- 2 IP V7
Applicant is: OwnerN Contractor
Description of work: A—,, C A-, /" ® K/e7/ o: c 4 Ge f S A /d"S'
Construction Cost: /9 7 Multi -Family Building: (Yes / No t )
Company: C, i ,? -6'l. sr Z'c" Contact: OC,.7-14yj
Address: ?d 7 l eJJfG if/1./ S City: ( IC --lel /1 "1-I
State: %444 --/Zip: j,S %�`r33 Phone: l. ( %elf/ -9a?
License #:
lag Lead Certificate #: /v
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
�r9r/la1�i^cCcl t
6,41)(3
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
Plan and supportingt do ments,that you submit are -considered to be public:iiitormat
f0 10 ;, las ified a's'n n -public if you provide specific reaso rs that w zuld-pe
conclude-. that tit 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.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of 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.
Applicant's Printed Name
Ap -- 'cant s igna ure
Page 1 of 3
DO NOT WRITE BELOW THIS LINE
1I1&90
SUB TYPES
Foundation
Single Family
Multi
01 of Plex
Accessory Building
WORK TYPES
New
Ly Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25% 100% I.<
Census Code
# of Units
# of Buildings
Type of Construction
Fireplace
_ Garage
jt Deck
Lower Level
Porch (3 -Season)
Porch (4 -Season)
_ Porch (Screen/Gazebo/Pergola) _
Pool
_ Interior Improvement
Move Building
Fire Repair
Repair
3aw.�
31/
1
.rZ4
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:
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
/3@ 1#
_ 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
Rd
111
$
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Meter Size:
Final / C.O. Required
.. Final / No C.O. 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
, Building Inspector
/ 7,Z px /t,
Page 2 of 3
•
PISNEERengineering
in
1 / 1
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com
Certificate of Surveyfor: LENNAR HOMES ���
c , ;:���tll��9t
ADDRESS: 972 AUTUMN CIRCLE, EAGAN, MN ,<� , ,:,� ;12d
BUYER: MATSOFF MODEL: 6008 ELEVATION: D3 EXPANDED
#
(-
C.'4)
. T
r 1
C
909.9
(908.9)
losw Z
O
J
N
to.
A
BENCH MARK:
TOP OF SPIKE
BENCH MARK:
TOP OF SPIKE
' ELEV.=909.36
J
••••••I
BENCH MARK:
TOP NUT HYDRANT LOTS 7-8 BLK 1
ELEV.=912.58
� EAGAN
gS DI EV\(ED
:13‘17, HOUSE I o
0Arc i o
Of
"/8 LD1NG IN"';TIONS i/1. ON
3p•
(9,r?909.4) p"/y
-el
(901.;
to
/o
905.4
ELEV.=905.71
co m
63O
OCIrot
gory:
9
LOT AREA = 17411 SF
HOUSE AREA =2399 SF
PORCH AREA = 229 SF
DRIVEWAY AREA =978 SF ,
COVERAGE = 20.7%
BUILDING COVERAGE =15.1%f''x!'.
ID 0 `' !FAMED
,���,„44( NWL=891.0
G. /2 �Z HWL=891:6,,..
i0/
L.t1,t.stUV t:lVvuvCCf tIvu t�1.4.
NOTE: ADO FOUNDATION LEDGE AS REQUIRED
Or 70 r�vGM yWi
07 To 10' 14/711 Barr'-
rricit rc4
ilio
FR <14,
NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED
TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE.
NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL
LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO
CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS.
NOTE: 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 RESPONSIBIUTY OF THE SURVEYOR.
NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT.
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN.
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM
0
LOWEST ALLOWAI3CEIV LEVATION :902.7
HOUSE ELEVATIONS
LOWEST FLOOR ELEVATION
TOP OF FOUNDATION ELEV.
GARAGE SLAB ELEV. 0 DOOR
:(PROPOSED)/ASBUILT
(904.4) /
(912.4) /
(912.1) /
X 000.00 DENOTES EXISTING ELEVATION
( 000.00 ) DENOTES PROPOSED ELEVATION
�',-- DENOTES DRAINAGE FLOW DIRECTION
--A— DENOTES SPIKE
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 4, BLOCK 1, STONEHAVEN 3RD 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 17TH DAY OF SEPTEMBER, 2012.
REVISED: NOTE:
SCALE : 1 INCH = 30 FEET
73521 112229002
9/18/12 STAKE HOUSE
SIGNED: P NEER ENGINEERING, P.A.
BY: I
Peter J. Hawkinson License No. 42299
7/11113 ATT00004.htm
Joe Jablonski
Land Dev Area Mgr
Lennar
joe.iablonski@lennar.com
www.lennar.com
Office: 952-249-3014
Fax: 952-249-3075
16305 36th Avenue N, Ste 600
Plymouth, MN 55446-4270
This e-mail is intended only for the use of the person to whom it is addressed and contains information which may be confidential or
privileged. If you are not the person to whom this e-mail is addressed, or an agent authorized by such person to receive this e-mail,
you are hereby notified that any examination, copying, distribution or other unauthorized use of this e-mail is prohibited. If you
received this e-mail in error, please notify me immediately at the e-mail address referenced above.
— Forwarded by Joe Jablonski/WAYZATA/CENT/Lennar on 06/28/2013 10:24 AM —
From: Pam Dudziak<pdudziakcityofeagan.com>
To: 'Joe Jablonski' <Joe.Jablonslalennar.com>
Cc: Eric Macbeth <EMacbethna,citvofeagan.com>
Date: 06/28/2013 10:20 AM
Subject: RE: Message from "Ricohcolorprinter"
Hi Joe,
172. AIirv,n,. c/#i
Eric Macbeth and I have both reviewed the proposed deck addition for L4 B1 Stonehaven 3rd Addn., and
researched the conservation easement and wetland buffer and setback regulations. We have concluded that
the deck placement would be acceptable as shown, Please note a building permit is still required prior to
construction of the deck.
The Conservation Easement covers Outlot F of Stonehaven 1" Addition, which abuts the south line of L4 B1
Stonehaven 3rd Addn., but does not extend into L4 B1 Stonehaven 3rd Addn. (see attached graphic from
conservation easement agreement). The City's Wetlands Protection and Management Ordinance does make
an exception for decks, allowing them to encroach up to 10' into the wetland buffer setbacks (see ordinance
excerpt below, emphasis added).
To facilitate the building permit review for the deck, please provide a copy of this e-mail with the building
permit application, so the Inspectors know we have already looked at and answered the wetland setback
question.
Thank you,
Pam Dudziak
§11.67 Wetlands protection and management regulations.
Subd. 10. Wetland Setbacks.
A. Wetland Setbacks.
file:///CiUsers/Pat/AppData/Local/MicrosoftNVindowsffemporary Internet Files/ContentOutlook/HE2X58ET/ATT00004.htm 1/2
7111/ 1`3
ATT00004.htm
1. All structures (principal and other), must be set back at least 25 feet from the outer
Wetland Buffer line.
Structure exceptions to the 25 foot setbacks include: play structures, uncovered porches, decks.
patio slabs, open terraces, stairways, walkway areas may extend up to 10 feet into the required
Wetland Buffer line setbacks.
2. Parking or driveway areas must be setback at least 10 feet from the outer Wetland Buffer
line.
3. A setback from the Wetland Buffer line is not required for overhead utility poles and lines
that are less than two feet in diameter, underground utility lines and distribution equipment, light
poles, traffic signals, traffic regulatory signs, mailboxes, and other equipment that provides an
essential public service.
4. A setback is not required for fences or retaining walls. However, they may not be located
within the Wetland Buffer.
5. An existing structure, driveway or parking area meeting the required setback from a city -
designated wetland boundary or Wetland Buffer is considered a legal nonconforming development
if a later WCA delineation or implementation of a Wetland Buffer shows that the wetland or its
Wetland Buffer is closer than the required setback.
Pamela Dudziak Planner City of Eagan
City Hall 1 3830 Pilot Knob Road i Eagan, MN 55122 1 651-675-5691 i 651-
675-5694 (Fax)! pdudziak(acityofeagan.com
file:///C:/Users/Pat/AppData/Local/Microsoft/WindowsfremporaryInternet Files/Content.Outlook/HE2X58ET/ATT00004.htm 2/2
3oZai°wo
G`�N.«�9 JUCD R.W. 19
omN5aaoa:Sm°8Q;
°.a.^.°'N1Oct5 5'10 =p°p'S.
y4o n=ew C^'n u�iIp 17.0
m ° n i �—
Nm °„44i1R•'-°°
p9,
u�^°�a
ea�.Oc� 3.4'0
my�To moa -°�'P '1to,
�1 5102,/° Lnn m16 2
n
s' glo
216
� O IIA, C_ .�. � 6 O ,P ..•
2-I P21 16 S WO::5,
°)'go3.o:10E1 o 5
a g- o._•SNge °'P(0aairo
e000005.-R.49___
m
�• 4170 7
S p R qrt
cm20 8 %20
{NN�
E. A N
z
m
O
z
rn
z
I
omssmmmummmammmmmmmmmmmmmmemmmsmmrmmmnmmmmmmmmmmmmmmmmmN
_S0WHY5ST CORNER OF
f.” OUTLOT C
cr)
a
-. PI 1 olEERengi.neering ; Cad Vile: 19244100MOTUrm
COMMUWATION E MT
9
(5 . Sivamrrww. ..no 41.9.4641.9.41.9.4644w
.+, twewreas 1.00004001M03I Folder #: 3498
(C0 1631)661.)91
2422 19646415 Mire 00:6814488 Drawn by: PJB
M4ndeu HalBu,MN 53170 .,.........=::: m f
it A_
Description Sketch
LENNAR
o 3MR PI,. . OnM•..rw�•.
EXHIBIT
wommnommemmumammormme