3547 Sawgrass Tr WDate: x�
/63// ? 7-
ft /0 Ea r , -
City of titan /(J 5L{ ?te
3830 Pilot Knob Road r
Phone: (651) 675-5675
651 675- 675 t‘ 0\_ . ‘ 0\_ .
Lead Certificate #:
1
Appl cant's Sig r re
Use BLUE or BLACK Ink(
For Office Use
Permit # J 0 ( f 7
Permit Fee:
Date Received: 7 -5-1 2-
Eagan MN 55122 '* ‘
(651) 5694
2011 RESIDENTIAL BUILDING PERMIT APPLICATION
c t Site Address: — .) i% Z /4c/ / ��� /i = 6.94—
Unit #:
Staff:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
Name: ' NIVA-
Address / City / Zip: 04" " '9Lc AA Sic
Applicant is: Owner ✓Contractor
Description of work:
Construction Cost:
Phonel(�Sit
7 6/ k g- ► �� �'°
Multi- Family Building: (Yes / No
Company: 4414, / *X. C O/I
3 �f �/ Contact: /I'/ /�j(��/►i `ti ,r7s..�
Address: 2i / 9 44', 4N .'� 4 /4 City Ga. i•t�,j
State:
I' � L�7v '� Q om+
/N /1/ Zip: .!7 L .6/a. 7' ` " / ®7 7f
Phone:
License #: ___ _ �i/
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?
1
. 'es No If yes, date and address of master plan: +
Licensed Plumber: f 4j44i !fie 1 7 4 f JS t/ Phone: T �� Y6,02 -
Mechanical Contractor: # r t / , • 3c
/ Phone: 1
Sewer & Water Contractor: � is O � / -.- 1
, , :" � •-- Phone: Y
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.00nherstateonecall.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 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 Code must be completed within 180
days of permit issuance.
Applicant's - inted Name
Page 1 of 3
S B Y E
Foundation
_X Single Family
Multi
01 of Plex
Accessory Building
WORK TYPES
New
Addition
Alteration
Replace
Retaining Wall
DESCRI_ .
Valuation
Plan Revi9
(25% j/ 00 %.___)
Census Code
#of Units
# of Buildings
Type of Construction
Fireplace
Garage
Deck
Lower Level
Interior Improvement
_ Move Building
Fire Repair
Repair
.132
R EQUIRED INSPECTIONS
) e Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: ,_,ce & Water Ifinal
Framing
Fireplace: ,Rough In ..Air Test
Insulation
Sheathing
Sheetrock
Reviewed By:
RESIDENTIA F ES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S &W Permit & Surcharge
Treatment Plant
Copies
TOTAL
DO NOT WRITE BELOW
THIS LINE
/.c
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
,,Final
Siding
Reroof
Windows
Egress Window
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Demolish Building•
Demolish Interior
Demolish Foundation
Water Damage
'Demolition of entire building — give PCA handout to applicant
_ Porch (3- Season) Storm Damage
Porch (4- Season) Exterior Alteration (Single Family)
Porch (ScreenlGazebolPergola) Exterior Alteration (Multi)
Pool Miscellaneous
Meter Size:
Final 1 C.O. Required
Final/ No C.O. Required
HVAC Gas Service Test Gas Line Air Test
Other:
Pool: __,_Footings
Siding: __Stucco
Windows
Retaining Wall:
Radon Control
Erosion Control
Building Inspector
Air /Gas Tests „_Final
Lath Stone Lath Brick
Footings Backfili Final
- t i
LL- 3 /, 1 , /G 5' ZG
a vgAt
/s= ioN /¢t
A'' / . /3109' @ . /
)/4 4J16 OP*, Gz 7/4"1
F a/e7 iaan cw /4/..? # ® �`�`'� /l�1 C/%7 Cis
-3-29 9 A3 144
Page 2 of 3
Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.
Date Certificate Posted
Sinclair
Mailing Address of rl,e Dwelling or Dwelling Unit
3547 SAWGRASS TRAIL WEST
EAGAN
Name of Residential Contractor
MN License Number
THERMAL ENVELOPE
3583sq 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
UMolg •ssailiagt
sung `sselatagr3
Foam, Closed Cell
Foam Open Cell
lucotpagw i¢aauyy
Rigid, Extruded Polystyrene
Rigid, Isocynurate
Active (With fan and manometer or
other system monitoring device)
Other Please Describe Here
Below Entlre Slab
Foundation Wall
Jo
•
INTERIOR
Perimeter of Slab oti Grade.
)t
Rim Joist (Foundation)
10
INTERIOR
Rim Joist (1.. Floor+):; . :.: , .
' : ,. ,
, .
.;
.: ..
10
INTERIOR •
Wall
21
'Ceiling; flat::,'
44
Ceiling, vaulted
44
Bay Windows or cantilevered areas .. ... .:. ;'..
5:
Bonus room over garage
Describe other insulated areas ::
:
Windows & Doors
Heating or Cooling Ducts Outside Conditioned Spaces
Average U- Factor (excl skylights and one door) U:
0.29
Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):
0.29
X
R -value R -8
MECHANICAL SYSTEMS lI I
Make - Air Select a Type
Appliances
Heating System
Domestic Water Heater
Cooling System
X
Not required per mech. code
Fuel Type '.
Nat Gas :
s Natural Gag:.::..
Electric
Passive
Manufacturer
Lennox
AO Smith
Lennox
Powered
Model
M L193UH090P36C::
GPVH5ON
13ACX- 036 -230'
Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:
88,000
Capacity in
Gallons:
so
I
Output in
Tots;
3
Other, describe:
Structure's Calculated
Heat Loss
63,759 s'
Heat Gam::
24,398
Location of duct or system:
Efficiency
AFUE or
HSPF%
93
SEER:
13
Calculated 1
cooling load:
29,712
Cfm's
PLAN SINCLAIR I
" round duct OR
Mechanical Ventilation System
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back -up furnace):
Select Type
" metal duct
Combustion Air Select a Type
Not required per mech. code
X
Passive
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: I Owners bath, Main Bath Continous,
Cfm's
Capacity continuous ventilation rate in cfms:
90
6"
Insulated Flex
Total ventilation (intermittent + continuous) rate in cfms:
465
" metal duct
New Construction Energy Code Compliance Certificate
Created by BAM_version 052009
Venthhation Makeup and Cotilbustio Air Calculations
Submittal Form For New Dwellings
These blank submittal forms and instructions are available at the City oftsidfillsom website and at City Hall. The completed form must be submit -
tedIn duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at
Date
Site address
Contractor
Completed
By
Section A
Square feet(conditioned:area including
i3asement finished or unfinished)
Number of bedrooms..... , .. • ..
Drrectioris ,Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11 -1.
The tabl and equatron are below; . .
Tabl N ,
Total and ContinUOUS Ventilation Rates (incfm)
j Number of Bedrooms
onditioned space (fn Total/ Total/ Total /,: Total/
sq ft ,{ continuous continuous ` Conti..nuous continuous
1000;1500 60/40: 75/40 90/45:
� 1501,2000 105%53
70/40 85/43_ 100/50.. 115/50:
2001,2500 8Q /40 95/48,. 110/55 _ 125/63
2501x'3000
30013500,
3501 4000
1001 -4500
4501 -5000
5001 5500
5501
Equation 11 1
(0 02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)) =Total ventilation rate (cfm)
Total ve n
n tilatiot The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,
for each one hour periodaccording to the ove table or equation; For heat recovery ventilators (HRV) and energy recovery ventila- • tors (ERV) average h ventilation c must be: determined in consideration of any reduction.of exhaust or out outdoor
air intake, the or both, f defrost or other equipment cydfng :
Continuous ventilatio - 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.
3 : 1 $AFETYiJKIVent- makeup -comb air submittal (2).docx
3
4
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11 -1) �
3 `� 8.3 Total required ventilation
Continuous ventilation
Total /. , Total/
continuous Continuous
120/60 135/68
130/65 145/73
90/45'. 140/70` 155/78 • . 105/53: 120/60 135/68 15075 165%8
100/50 115/58 130/65 145/73`: ;' - ,00/80 . . 175/88;
110/5 10/4$ ;...1.4.00 155/78,
170/85 185/93.
120/60 135/68 150/75 . 1 65/83' 180 90 : 195/98:':':
130/65 145/73 160/80,: 175/88`. •190/95 205/103
140/70 15 :170/85: 185/93 200.100 215/108
150/75 165/83 180/90.'. 195/98,. :`210/105 225/113
5 16
/?0
Page 1 of 6
Section B
Ventilation Method
(Choose either balanced or exhaust only)
Balanced, NRV (Heat Recovery Ventilator) or ERV (Energy Recov- JJ Exhaust only
ery Ventilator) — cfm of unit In low must not exceed continuous vents- Continuous fan rating in cfm * f �� /d "' ) •
Iation rating by more than 100 %.
' °' `/ P p i /a"'
Low cfm: I I High cfm:
Continuous fan rating in cfm (capacity must not exceed I
continuous ventilation rating by more than 100 %)
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, f 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.
$ection
Section 'E
Description :
Ivrr,
4 1✓
I Cfm
JR means not required)
Ventilation Fan. Schedule
Location' ....
Directions The ventilation fan schedule should describe what the: fan is for, the location,, cfm, and whether it is used for continuous
or intermitte ventilation The fan t hat is •chose forcontinuous ventilation mustbe equal to or grea t er 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 fah that is operated a percentage of each hour.
Section D
Ventilation Controls
(Describe operation and control of the continuous and intermittent ventilation).
/ f.te,
Continuous
1 7 1 0 :,/
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
Size and type (round, rectangular, flex or rigid)
intermittent
� o
Directions Describe the operation of the ven system There should be adequate detail for plan, reviewers and inspectors to verify design and
installation compli Related trades also need adequate de • •
ex tail for placement of controls and proper operation of the building ventilation. If
haust 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
10000 in; the manufactures' installation instructions. if the installation instructions require or recoinniend the equipment to be interlocked with the • iirhandling equi for proper operation such interconnectionshall be made. and described
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 dwellings, see NW 50.1.3.3. 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 MC 501.3.2.3.
a) pre factor
(cfm /ff)'
b) conditioned floor area (sf) (including
•
•
unf)hished basements) ;'
r Estimate ( Houseinfiltratlon (cfm) [la'
x 2bL
2 Exhaust Capacity:
a) continuous exhaust only ventilation
•
yste t c rn (not applicable to ba
'' arced ve nation systems such as,
HRV)
:1 ###0 , 0 'dryer (cfm)
c) 80% o f< largest exhaust rating (cfm);
Kitchen hood typically
(not appliable if recirculating s
or if powered makeup air is electrically
interlocked and match to exhaust)'
d) 80% ofnext largest exhaustrating
(cfm), bath fan typically
;(not applicable If r ecircufatin g .syste m
br if powered makeup air is electrically
interlocked and matched to etlaust)
Total ExhaustCapacity (cfm);.
(2a +,2b.tzc +2d)
3 MakeuprAirQuantit
a) total exhaust capacity (from above)
lareatiniatert houseinfittration (from
Makeup AlrQuantity (cfm)•
(3a 3b)
(if value is negative, ..no makeup air is
needed)'
i Far makeup Alr opening Sizing, refer
:o Table 561.4 .2 •
Tabfe 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
(Additional combustion alr 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
0.15
/83
saa
?c)
135
a
Not
Applicable
N4
One or multiple fan -
assisted appllances and
power vent or direct vent
appliances
Column B
0.09
135
One atmospherically vent
gas or oil appliance or
one solid fuel appliance
Column C
0.06
135
Multiple atmospherical-
ly vented gas or all
appliances or solid fuel
appliances
Column 0
0.03
135
Use this column If there are other than fan - assisted or atmospherically vented gas or oil appliance or If there are no combustion appllances. (Power vent
Ind direct vent appllances may be used.)
1. Use this column If there is one fan - assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in-
:tuded.)
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.
►. 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
ppliances and solid fuel appliances.
Page 3 of 6
Passive opening
Passive opening
Passive opening
Passive opening,
Passlve.opeiing
Passiveope$ih'g =.
Passive opening•:
w /motorzed damper :
Passfve opening:::
w /motorized "+d'a'mper
Passiveopening
w /motorized damper
:.PnWerertitiakelipieir :
One or multiple power
vent, direct vent ap-
pliances, or no combus-
tion appliances
Column A
1 -36
37— 66
67- 109
110 -163
164 -232
233 - 317
318 -419
420 - 539
:540
•
>679
One or multiple fan -
assisted appliances and
power vent or direct
vent appliances
Column B
1 -22
23 —41
42 — 66
67 -100
101 -143
144 --195
196 - 258
259 -332
333 -419
>419.
One atmospherically
vented gas or oil ap-
pliance or one solid fuel
appliance
Column C
1 -15
16 -28 i 10 -17
29 -46 1 18 -28
47 -69 i 29 -42
70 -99
100 -135
136 -179
231— 290
>290
Multiple atmospherically
vented gas or oil ap-
pliances or solid fuel
appliances
Column D
1 -9
43 -61
62 -83
84 -110
180.230 1 111 -142
3
4
S
6
7
8
9
10
143 —179 i 11
>179 i NA
Duct di-
ameter
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 remalning length of straight duct allowable.
B. If flexible
D. , 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.
Powered makeup air shall be electrically interlocked with the largest exhaust system.
Sections F
Makeup Mr Opening Table for New and Existing Dwelling
Table 501.3.2
Cornbustion air
Not required per mechanical code (No atmospheric or power vented appliances)
I Size and type I , y 1 4 - 1 6 , A
Passive (see 1FGC Appendix E, Worksheet E -1)
Other describe:
E>iplanation 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 !FGCAppendix 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, Boiler, and /or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace /Bolter:
Draft Flood _, Fan Assisted Direct Vent Input:
or Power Vent p Btu /hr
Water Heater:
Draft Hood x Fan Assisted _ Direct Vent Input: 9 4006 Btu/hr
or Power Vent /
StepZ 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: 50 ft'
LxWxH L W 11
Step 3 Oeterrrilne Air Changes per Haur ()KiiJ1
Default ACH v alue s havebeen Incorporated into Table E -1 for use with Method 4b (KAIR Method).
If.the year of c onstruction or ACH is not known, use method 4a (Standard Method).
Step 4 Determine Required Volume. forCombustlon Air. (DO NOT COUNT DIRECT VENT APPLIANCES)
4a Standard Method
Total Btu/hr input of al combustion a
Use Standard Method column In Table E 1 to find Total Required iTRV: Btu /hr
Volufrie (TRV) ft
If CAS Volume (from Step 2) greater TRV then no outdoor openings are needed.
If CAS Volume (from Step isless than TRV then go to STEP 5.
4b Known Air f
• In R te (KAI ( NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/ rr Input of ail fan- asslsted and power vent appliances input: ' /U, dod Btu /hr
Use Fan Assisted Appliances column in Table E -1 to find ?
Required Volume Fan Assisted (RVFA) RVFA: ...a, 400 ft
Total Btu/hr (nput of all Natural draft appliances
input: Btu /hr
Use Natural draft Appliances column In Table E -1 to find RVNDA; ft'
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV). RVFA +, RVNDA TRV = 3 .'60 if, TRV ft
if CAS Volume (from Step 2) 1, greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) Is less thin. : TRV then go. to. STEP S.
Step 5i; Calculate the ratio ofavallabfe;Interior volume to the total required volume.
Ratio =CAS Volume (from Step 2) cliulded by TRV (from Step 4a or Step 4b)
Step 6: Calculate Reduction Factor (RF).
Ratio = .54: 7 8 /
RF = l minus Ratio. - f A 02 -
Step 7: Calculate single outdoor opening as Nall combustion air is from outside. _ 1 �
Total Btu /hr input of all Combustion Appliances in the same CAS Input; 4 4
(EXCEPT DIRECT VENT) xO Btu/hr
Combustion Air Opening Area (CAOA):
Total Btu/hr divided by 3000 Btu /hr per In'
Step 8: Calculate Minimum CAOA. CAOA = yv coots /3000 Btu /hr per in = /3 .3 y in
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = /3 3 Y x - 8.71 _ /p , P y In s
Step 9: Calculate Combustion Air Opening Diameter (CAOD) 2 /
CAOD =1.13 multiplied by the square mat of Minimum CAOA CAOD =1.13 V Minimum CAOA = 3` 3 in. di v/ ameter
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
4i wrightsoft Project Summary
Entire House
Elander Mechanical Inc.
591 Citation Drive, Shakopee. MN 55379 Phone: 952-445-4692 Fax: 952-445-7487
For: Lennar Minnesota
Eagan, MN
f- to /,M Nete4, fie o0c) 63, 7 s'f - Se?
A c- ---� 3 s yoo = a 9, 7/2--:: /pi/.
Winter
Outside db
Inside db
Design TD
Structure
Ducts
Central vent (90 cfm)
Humidification
Piping
Equipment Toad
Method
Construction quality
Fireplaces
Area (ft
Volume (ft
Air changes/hour
Equiv. AVF (cfm)
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Design Conditions
-15 °Fi
70 °F
85 °F
Heating Summary
Infiltration
Weather: Minneapolis -St. Paul, MN, US
45016 Btuh
948 Btuh
8164 Btuh
9632 Btuh
Simplified
Tight
1 (Tight)
Heating Cooling 4
21000 21000
0.35 0.35
123 123
Heating Equipment Summary
Make Lennox
Trade MERIT 90
Model ML193UH090P36C *
GAMA ID 4119046
93 AFUE
88000 Btuh
83000 Btuh
66 °F
1180 cfm
0.026 cfm /Btuh
0 in H2O
�M wrightsoft- Right - Suitee Universal 8.0.04 RSU13410
ACCA ...Elander\Desktop \Wrightsoft Heat Loss\Lennar Eagan Sinciair.rup Cato = MJ8 Front Door faces:
35 y7 �•ur �. /
Outside db
Inside db
Design TD
Daily range
Relative humidity
Moisture difference
Structure
Ducts
Central vent (90 cfm)
Blower
Use manufacturer's data
Rate /swing multiplier
Equipment sensible load
Latent Cooling Equipment
Structure
Ducts
Central vent (90 cfm)
Equipment latent load
Equipment total load
Req. total capacity at 0.70 SHR
Bold/Italic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Job: EAGAN SINCLAIR
Date: April 6, 2012
By: Scott
Pro'ect Information
Desi
n Information
Summer Design Conditions
88 °F
75 °F
13 °F
M
50 %
26 gr /Ib
Sensible Cooling Equipment Load Sizing
21978 Btuh
157 Btuh
1239 Btuh
1024 Btuh
1.00
24398 Btuh
Load Sizing
3709 Btuh
55 Btuh
1549 Btuh
5314 Btuh
Cooling Equipment Summary
Make Lennox
Trade 13ACX SERIES - RFC
Cond 13ACX- 036- 230 *10
Coil C33- 43 *++TDR
ARI ref no. 3231463
Efficiency 11.0 EER, 13 SEER
Sensible cooling 24780 Btuh
Latent cooling 10620 Btuh
Total cooling 35400 Btuh
Actual air flow 1180 cfm
Air flow factor 0.053 cfm /Btuh
Static pressure 0 in H2O
Load sensible heat ratio 0.82
2012-Jul-03 08:52:01
Page 1
441 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:
Design Conditions
Location:
Minneapolis -St. Paul, MN, US
Elevation: 837 ft
Latitude: 45 °N
Outdoor:
Dry bulb ( °F)
Daily range ( °F)
Wet bulb ( °F)
Wind speed (mph)
Construction descriptions
Walls
12F -Osw: Frm wall, vnl e
2 "x6" wood frm
Partitions
12F -Osw: Frm wall
wood frm
Lennar Minnesota
Eagan, MN
Heating Cooling
-15 88
- 19(M)
71
15.0 7.5
cav ins, 1/2" gypsum board int fnsh,
- 10sfc -8: Bg wall, heavy dry or light damp soil, concrete wall,
ns, 8" thk
av ins, 1 /2" gypsum board int fnsh, 2 "x6"
Windows
61A: VINYL Insulated Glass Double Hung; NFRC rated
(SHGC =0.29)
61A: VINYL Insulated Glass Double Hung; NFRC rated
(SHGC =0.26)
61A: VINYL Insulated Glass Double Hung; NFRC rated
tSH • =o X1)
Doors
11 JO: Door, mtl fbrgl type
^� wrightsoft• Right - Suite® Universal 8.0.04 RSU13410
...ElandeADesktop \Wrighisoft Heat LosssLennar Eagan Sindair.ntp Cato = MJ8 Front Door faces:
Indoor:
Indoor temperature ( °F)
Design TD (°F)
Relative humidity ( %)
Moisture difference (grub)
Infiltration:
Method
Construction quality
Fireplaces
Job: EAGAN SINCLAIR
Date: April 6, 2012
By: Scott
Heating Cooling
70 75
85 13
50 50
54.5 26.1
Simplified
Tight
1 (Tight)
Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
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478 0.065 21.0 5.52 2641 0.89 424
381 0.065 21.0 5.52 2104 0.89 338
536 0.065 21.0 5.53 2960 0.89 475
480 0.065 21.0 5.52 2650 0.89 426
1874 0.065 21.0 5.52 10355 0.89 1663
272 0.050 10.0 4.25 1156 0 0
320 0.050 10.0 4.25 1360 0 0
272 0.050 10.0 4.25 1156 0 0
269 0.050 10.0 3.72 1000 0 0
1133 0.050 10.0 4.12 4672 0 0
177 0.065 21.0 5.52 978 0.41 72
108 0.065 21.0 5.52 597 0.91 98
285 0.065 21.0 5.52 1575 0.60 170
8 0.290 0 24.6 197 9.21 74
58 0.290 0 24.6 1434 17.2 1002
160 0.290 0 24.6 3934 30.8 4915
51 0.290 0 24.6 1257 30.8 1570
277 0.290 0 24.6 6823 27.3 7561
34 0.290 0 24.6 842 28.0 956
46 0.290 0 24.6 1134 28.0 1288
80 10.290 0 24.6 1976 28.0 2244
41 0.290 0 24.6 1006 31.7 1294
21 0.600 6.3 51.0 1071 14.9 313
21 0.600 6.3 51.0 1071 14.9 313
42 0.800 8.3 51.0 2142 14.9 626
2012 - Jul -03 08:52:01
Page 1
Ceilings
16 R -44ad: Attic ceiling, asphalt shingles roof ma
5/8" gypsum board int fnsh
eil ins, 1392 0.022 44.0 1.87 2603 0.84 1174
72 0.022 44.0 1.87 135 0.84 61
all 1464 0.022 44.0 1.87 2738 0.84 1235
Floors
20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r 31 0.030 38.0 2.55 79 0.25 8
cav ins, amb ovr
20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 110 0.030 38.0 2.55 281 0.25 28
—
cav Ins, gar ovr
20P -38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r -5 ext Ins, r -38 155 0.030 38.0 2.55 395 0.25 39
cav ins, gar ovr �.-
21A -32t: Bg floor, heavy dry or light damp soil, 8' depth 1096 0.020 0 1.70 1863 0 0
ti wrightsoft' Right - Suite® Universal 8.0.04 RSU13410 2012-Jul-03 08:52:01
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PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE
Submitter:
Lennar
16305 36th Ave. No.
Suite 600
Plymouth, MN 55446
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: 'z7 'D
35
SkdoGi2.41/4.55
TZ L
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: \L1 ] 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): (Q, 2. t
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 -21 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
YQ
Oz
„12- 0
.B ❑
,8 0
,0 0
0
❑
0
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y
LOT SURVEY CHECKLIST FOR RESIDENTIAL
1 BUILDING PERMIT APPLICATION
PROPERTY LEGAL: 1-4 -7 Ne,k. -6)e_liciw 2 • Add.
DATE OF SURVEY: /3 /%
G: /FORMSBuilding Permit Application Rev. 11 - 26 - 04
Proposed
❑ ❑ • Garage floor
,21' ❑ 0 • Basement floor
❑ ❑ • Lowest exposed elevation (walkout/window)
❑ ❑ • Property corners
❑ 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
Reviewed By: frm/
LATEST REVISION:
r �
10/1
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
,( ❑ 0 • Property corners
A ❑ ❑ • Top of curb at the driveway and property line extensions
❑ ❑ • Elevations of any existing adjacent homes
❑ ❑ • Adequate footing depth of structures clue to adjacent utility trenches
❑ ❑ • Waterways (pond, stream, etc.)
77e- ba
Date 7/ -1/2
❑ X 0 • Easement line
❑ ,Er ❑ • NWL
O ,ef 0 • • HWL
❑ ,e ❑ • Pond # designation
O 4 0 • Emergency Overflow Elevation
❑ ••6 • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y # • Conservation Easements
DIMENSIONS
AT ❑ ❑ • 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)
"' ❑ ❑ • Show all easements of record and any City utilities within those easements
,I?f 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures
,e' ❑ ❑ • Retaining wall requirements:
5
J
LOT AREA = 9165 SF
HOUSE AREA =1792 SF
PORCH AREA =160 SF
SIDEWALK AREA =33 SF
DRIVEWAY AREA =869 SF
COVERAGE =31.1%
BUILDING COVERAGE =21.5%
co
CO
O
O
INSTALL
PERIMETER co os
07 °23'3
(g0 2.A)
NOTE: ADD FOUNDATION LEDGE AS REQUIRED
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN.
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM
SCALE : 1 INCH = 30 FEET
7299 111195020
PleNEERengineering /0'`' ? 7
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 6)&5t
ADDRESS: 3547 SAWGRASS TRAIL, EAGAN, MN
BUYER: KOSNICK MODEL: 4007 ELEVATION: D
N VP%
902-
}i g iiVaU IMO
quired
(g02.
4.0
NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 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 RESPONSIBILITY OF THE SURVEYOR.
NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER
THAN THOSE SHOWN ON THE RECORDED PLAT.
REVISED: NOTE:
6/11/12 STAKE HOUSE
co
0
n BENCH MARK:
TOP OF SPIKE
ELEV.=905.63
1 O� � 0
�
3 3.50
(907. )
905
44.00 (g07.9')
E X H0 )SE
14 • °C)
X 000.00
( 000.00 )
3 33.50 ■
BENCH MARK:
TOP OF SPIKE
ELEV.= 907.03
BENCH MARK:
TOP NUT HYDRANT LOTS 7 -8 BLK 1
ELEV.= DATE:
5I2ILL ' DNS DIVISION
LOWEST ALLOWABLE FLOOR ELEVATION :900.4
HOUSE ELEVATIONS : (PROPOSED) /ASBUILT
(901.1) /
TOP OF FOUNDATION ELEV. : (909.1)
GARAGE SLAB ELEV. ® DOOR : (908.8)
T.O.F. ELEVATION CP LOOKOUT : (904.3)
LOWEST FLOOR ELEVATION
— 60 -
3 \.
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
DENOTES DRAINAGE FLOW DIRECTION
DENOTES SPIKE
WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
BY:
A
LOT 7, BLOCK 1, STONEHAVEN 2ND 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 8TH DAY OF JUNE, 2012.
SIGNED: ,q PIONEER, ENGINEERING, P.A.
Peter J. Hawkinson License No. 42299
To:
Re:
3 3
Project No. 2.0182
Lennar Corporation
Pad Foundation Review
4007 — Sinclair "D" — Cottage
�345r7"Sawgrass Trail West,
Eagan, MN
MEMORANDUM
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly licensed professional engineer
under the laws of the t. a of- Minnesota.
Nick Hanson
Date: 7 -13 -12
Minnesota Registration No. 46665
The purpose of this memorandum is to report tlfie'fi'ndings of a structural engineering review of the
proposed pad foundation at the shared garage /house wall to the 4007 — Sinclair "D" — Cottage plan
proposed at the address above. The Hanson Group has reviewed the proposed foundation and the
following is noted:
1. The attached partial foundation plan at the area in question is attached below for reference.
2. The shared house /garage foundation wall is reportedly at least 8' -0" tall and 8" thick at the
noted areas. The footing is reportedly a minimum of 16" wide. The foundation walls are to
be poured and inspected per The Hanson Group's 2012 Foundation Guidelines.
3. Truss shop drawings by ABC were provided and attached for the girder truss point loads and
locations.
4. The proposed 3'- 0 "x3'- 0 "x1' -0" pad foundation will be centered below the specified PSL post
that will carry Girder Truss C and Girder Truss F2 above.
A structural engineering review was conducted of the proposed pad foundation at the base of the
shared house /garage foundation wall. The modification proposed above and in the attached partial
plans will be structurally adequate based on an allowable soil bearing capacity of 2,000 pound -per-
square foot.
After our review of the above information and associated documentation, it is our professional
engineering opinion that the proposed 3'- 0 "x3'- 0 "x1' -0" pad foundation will be structurally
adequate provided the foundation system is poured as described above and within the limitations
of The Hanson Group's 2012 Foundation Guidelines.
This document applies to the review of the proposed pad foundation to support the girder truss
Toads above and attached on the following pages for reference purposes. All other aspects of the
project are outside the scope of this document. If any of the information noted above is found to
be inaccurate, contact The Hanson Group immediately for further direction.
Lennar Corporation
Hanson Group Project: 2.0182
July 13, 2012
Page 2
All construction is to be in accordance with this document, standard industry practice, and the
requirements of the Code.
Sincerely,
The Hanson Group
Reportedly Full Height Foundation Wall
Illustration 1: Existing Foundation Plan by Lennar
Attachment: Manufacture Truss Layout
Manufacture Girder Truss C
Manufacture Girder Truss F2
City of Eapil
Address: 3547 Sawgrass Tr W
Zip: 55123 Permit
The following items were / were not completed at the Final Inspection on:
Final grade - 6" from siding
Permanent steps — Garage
Permanent steps — Main Entry
('1
105437
071"7.../
X
Permanent Driveway
Permanent Gas
Retaining Wall or 3:1 Max Slope
Sod / Seeded Lawn
Trail / Curb Damage
hilyk
Porch
Lower Level Finish
Aro PorLL/,'
Deck
Fireplace
Peru'
66
• 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
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA108026
Date Issued:11/13/2012
Permit Category:ePermit
Site Address: 3547 Sawgrass Tr W
Lot:7 Block: 1 Addition: Stonehaven 2nd
PID:10-72701-01-070
Use:
Description:
Sub Type:e - Water Softener
Work Type:New
Description:Water Softener
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Bob Sable
5242Quebec Ave N.
New Hope, Mn 55428
763-535-4694
Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087
Surcharge-Fixed $5.00 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 -
US Home Corporation
16305 36th Ave N
Minneapolis MN 55446
Bob Sable Services
5242 Quebec Ave N
New Hope MN 55428
(612) 534-6526
Applicant/Permitee: Signature Issued By: Signature
Use BLUE or BLACK Ink
For Office Use
I I
I Pennit#:
City of Ea ~q
Permit Fee:
3830 Pilot Knob Road 1 t I
Eagan MN 55122 IJ 4 n13 ~ Date Received:
Phone: (651) 675-5675 I I
Fax: (651) 675-5694 1 Staff:? I
I I
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: i3 /3 Site Address: 5 Saw v~tss Unit
Name: V Yi 1I0 5 c Phone:
Resident/
Owner Address/City/Zip: '35 LO Sg(,vcr-a55 %p- (ti
Applicant is: Owner X_ Contractor
Type of Work Description of work: ~r L1~
Construction Cost: yoC.) Multi-Family Building: (Yes / No ==L~ Company: _ Er4 wtLCo6r S - JIL Contact: /~Iz f ~ S
Contractor Address: _75,26 U!M N AV( 5 City: i-l C-1+F1 e1__b
State: Iv 1,v Zip: _5_39 Phone: (pia- - 3~ - -Lg( -7
License Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
N~(w 6Lt s~rv~ /Zcrc~ toil (
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 13Aonths, 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:
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 the are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conform a with the ordinances nd 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 startthout a perm' 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` uildi Code m e completed within 180
days of 7,A, t~~ ante.
x S~,,,
x
Applicant's Printed Name Applicant's Signature
Page 1 of 3
DO NOT WRITEMELOW THIS LINE M10
SUB TYPES
Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family)
Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi)
Multi 4Y Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous
_ 01 of - Plex _ Lower Level _ Pool _ Accessory Building
WORK TYPES
New _ Interior Improvement _ Siding _ Demolish Building*
Addition Move Building _ Reroof _ Demolish Interior
_ Alteration _ Fire Repair _ Windows _ Demolish Foundation
Replace _ Repair _ Egress Window _ Water Damage
Retaining Wall *Demolition of entire building - give PCA handout to applicant
DESCRIPTION
Valuation V Occupancy MCES System
Plan Review Code Edition SAC Units
(25%! 100%) Zoning City Water
Census Code Stories Booster Pump
# of Units Square Feet PRV
# of Buildings Length Fire Sprinklers
Type of Construction Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final / C.O. Required
Footings (Addition) Final / No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
Drain Tile Other:
Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final
Framing Siding: -Stucco Lath -Stone Lath -Brick
Fireplace: -Rough In -Air Test -Final Windows
Insulation Retaining Wall: _ Footings _ Backfill _ Final
Sheathing Radon Control
Sheetrock Erosion Control
Reviewed By: , Building Inspector
i
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review A e
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies o
TOTAL
Page 2 of 3
PI NEERen ineerin
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: 3547 SAWGRASS TRAIL, EAGAN, MN
BUYER: KOSNICK MODEL: 4007 ELEVATION: D
LOT AREA = 9165 SF
HOUSE AREA =1792 SF
PORCH AREA =160 SF
SIDEWALK AREA =33 SF
DRIVEWAY AREA =869 SF
COVERAGE =31.1%
BUILDING COVERAGE =21.5%
,600-.
BENCH MARK: _ 3 .-5
N VA% TOP OF SPIKE
J ELEV.-905.63
INSTALL 41 00 Lop1.
+w t._ 1 90 .7 n
bra P~ b V)
77023' 3Z>, E `gp1 1) 3-5 190 9ps Zw, may/
1 v N Cg02,1) 4.00 905.6 No 1
G,
_ 1 902 8 _ . -go ~
Q7
~ Xp 11 to z
_~~~'J17 > o ~oI
34
00 p 0°~ O 0 56.0q.
J
Ul , X 902.0 / , 8p 14.83 1 t
T. A
Z O -n O O A~ 905 N
rn0 ` O 01 fn i O / 0 9~~ C~~p (O 1 gps 90
o
r' cA ~O O
v
, cm, -010
9 899.9 7 50 O O
~Z1 21 d ° 0 4
< W oo a°^ n 0 22 50 '90 90
r-1 i 0 s s
➢~~,1 0 9° ~e 9 0 33 5
1
DO,
5 ` 44.0
c 10 _ 0902
BENCH MARK: 1 '
~ ? 0~L TOP OF SPIKE
1900 ELEV.=907.03
EXISTING
'
~O ~ ~ HOUSE
~1 ~4A.00
-7 t
s
BENCH MARK: Xt~4k:1!"til~i lk}''T"4
TOP NUT HYDRANT LOTS 7-8 BLK 1
ELEV.=
NOTE: ADD FOUNDATION LEDGE AS REQUIRED
LOWEST ALLOWABLE FLOOR ELEVATION :900.4
NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 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 901) /
/
CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. (909.1)
TOP OF FOUNDATION ELEV.
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 (908.8)
/
HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
T.O.F. ELEVATION Co? LOOKOUT . (904.3) /
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 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 7, BLOCK 1, STONEHAVEN 2ND 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 8TH DAY OF JUNE, 2012.
REVISED: NOTE:
6/11/12 STAKE HOUSE SIGNED: PIONEER ENGINEERING, P. A.
SCALE 1 INCH = 30 FEET W-~~
BY:
7299 111195020 Peter J. Hawkinson License No. 42299