3600 Sawgrass Tr S
r O ~1 0 G 00 C~ Use BLUE or BLACK Ink
For Office Use I
City of E on 1t1 q 1 Permit*
tom! ( I I
3830 Pilot Knob Road
Permit Fee: I
I -7 Vol 0
Eagan MN 55122 =Z- Pho
ne: (651) 675-5675 I Date Received: Fax: (661) 676-5694 1 I
I Staff: ~
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: / Site Address: 3.6 DO Sc r~
Ill. '-'-mot Unit p
Name: Le v Phone: 95Z IM Resident)
Owner Address / City J Zip: ~fT~• V ~tA l l~C (/1f,(J I
~ )I~V~i6
Applicant is: Owner -K Contractor
VIC+ ~e~►
Type of Work Description of work: A) Piv 140 me Kte
'V
Construction Cost: Multi-Family Building: (Yes / No
Company: Le-viviQr )
Contact:
Contractor Address: t~ 31o5 - g, ~W City: C (fYlOu"r
State: lVjYV Zip: Phone:
License L1 V3 Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes _No If yes,,dda"te and address of master plan:
Licensed Plumber; L~ f a yi er /t4Qc', a yl i ca ) Phone: 9~2
Mechanical Contractor:
`A Phone:
Sewer & Water Contractor: I~ rJ' 2-Wo Phone: (O -0360
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 fhe ate tra 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.oooherstateong -all ora
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be In
accordance with the approved plan In the case of work which requires a review and approval of plans.
Exterior work authorized by a building permit Issued in accordance with the Minnesota tats Bulidi ust be co a In 180
days ermit Issuance.
f
x CIA) f- f ~sk~ x
Applicant's Prin d Name Applicant's S ature
Page 1 of 3
• 3(~d~ ~w ~~s Tr 5-
DO NOT WITE BELOW THIS LINE
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 -
- Accessory Building Miscellaneous
WORK TYPES
New - Interior Improvement
_ Siding Dem
Addition - oli
sh Building*
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 Occupancy MCES System
Plan Review Code Edition
(25% r/ 100% SAC Units
Zoning City Water
Census Code f_ v1 Stories -
# of Units Booster Pump
Square Feet _ O'7 PRV y
# of Buildings / Length
Fire Sprinklers - ~fL
Type of Construction Width_
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck) Meter Size:
Final / C.O. Required
Footings (Addition) Final / No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
Drain Tile
Roof: Ice & Water 4.9 Final Other:
Pool: -Footings Air/Gas Tests -Final
Framing
Fireplace: Rough in Air Test Final Siding: -Stucco Lath Stone Lath ----Brick
Insulation Windows
Retaining Wall: - Footings - Backfill - Final
Sheathing Radon Control
Sheetrock Erosion Control
Reviewed By: , Building Inspector
RESIDENTIAL FEES (fjy r,;y 1. j4j
Base Fee cf
70
Surcharge
3- .
Plan Review 12-7 7 20
MCES SAC 1*059 7? 770
City SAC 94 q Jr /
Utility Connection Charge Q~ q
S&W Permit & Surcharge *719
Treatment Plant _
Copies ao
l/ /
TOTAL 60 ~16
Page 2 of 3
a
~il~
New Construction Energy Code Compliance Certificate
Per N1101.8 Building Certificate. A building certificate sholl be posted in a permanently visible location inside Date Certificate Posted
the building. The certificate shall be completed by Ibe builder and shall list information and values of
components listed in Table N 1101.8.
Alallbtg Address of the Dwelling or Dwelling Unit CIO*
3600 SAWGRASS TRAIL SOUTH EAGAN
Naote of Residential Contractor AIN License Number
Lennar
THERMAL ENVELOPE RADON SYSTEM
Type: Check All That Apply X Passive (No Fait)
o d
T Active (With fan and manometer or
F other system ruoniloring device)
adi o tj o a Ea
m m r a .8 4
> t% Vf Q O
a z u a
7P
s I: v
a It
E°- z w iz w Other Please Describe Here
Below Entire Slab X .
Foundation Wall 10 INTERIOR
Perimeter of Slab on Grade X
Rim Joist (Foundation) 10 INTERIOR
Rim Joist (lu 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: 0.28 Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC): 0.29 11-8111-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code
Fuel Type Natural Gas. Natural Gas Electric` Passive
Manufacturer Lennox AO Smith Lennox Powered
Interlocked with exhaust device.
Model ML193UH090XP48 GPVH50N 13ACX-042-230 Describe:
Input in 88,000 Capacity in Oulput in 3,5 Other, describe:
Rating or Size BTUS: Gallons: so Torts:
Heat Loss: 78,938 heat Gain: 28,112 Location of duct or system:
Structure's Calculated
AFUE or SEER: 13
HSPF°.° 93
Calculated 32 995
Efficienev coolin load: Cfin'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 Selecta 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 fans rated capacity
in cfms: 3 fans cont. low total IOOcfin M@Chapical ROOM {
Location of tan(s), describe: Owners Bath and Main Bath and 314 Bath fin's
Capacity continuous ventilation rate in cfms: 100 6" Insulated Flex
Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct
Created by BAM version 052009
PLC REVIEW FOR COMPLIANCE IT AIRCRAFT NOISE ORDINANCE
Compliance with Procedures to Ensure
Submitter: Boise 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 "CONY 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: (p(X14?> KX j_MKotAT Peaked roof with manufactured trusses 24" O.C.
Roof
31000 SAW&jei+55 772Ia ~ vents
SDU't'hl Shingles.
Information Submitted: 15# felt
Annotated architectural drawings including: 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: 13,25 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:
Summary: 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): T1,tL ,3 D/
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 City 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 I~' Date
Contractor
Completed
6GE arnica,( By
Section A
F Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet (Conditioned area including
Basement-finished or unfinished) Total required ventilation O
Number of bedrooms Continuous ventilation /Q 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/
sq. ft.) continuous continuous continuous continuous continuous continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 110/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/7.5 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108
5501-6000 150/75 165/83 180/90 195/98 21 225/113
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.
G: ISAFETYWK1Vent-makeup-comb air submittal (2).docx Page 1 of 6
Section B
Ventilation Method
(Choose either balanced or exhaust only)
Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only3 CUK focJ
ery Ventilator) - cfm of unit In low must not exceed continuous venti- Continuous fan rating in cfm
lation rating by more than 100%.
Low cfm:
I High cfm: Continuous fan rating in cfm (capacity must not exceed
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 c 1m airflow must be equal to or greater than the required continuous ventilation rate and
less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)
Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan Schedule
Description Location Continuous Intermittent
r1Tr i „ F ^ .74L c/U c5~'6
Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used far continuous
or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating
and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not
exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section D
Ventilation Controls
(Describe o eration and control of the continuous and intermittent ventilation)
.r
Dlrectlm : Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if
exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. 1f an ERV or HRV is to be
installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as
detailed in the manufactures' installation instructions. If the Installation instructions require or recommend the equipment to be interlocked with the
air handling equipment for proper operation, such interconnection shall be made and described
Section E
Make-up air
Passive (determined from calculations from Table 501.3.1)
Powered (determined from calculations from Table 501.3.1)
Interlocked with exhaust device (determined from 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, flexor 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 dwellings, see 1MC501.3.3. 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 1MC 501.3.2.3.
Table 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
(Additional combustion air will be required for combustion appliances, see KA1R method for calculations)
One or multiple power One or multiple fan- One atmospherically vent Multiple atmospheric
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): [1a _77x
lb]
2. Exhaust Capacity
a) continuous exhaust-only ventilation
system (cfm); (not applicable to ba-
lanced ventilation systems such as VV C J
HRV)
b) clothes dryer (cfm) 135 135 135 135
c) 80% of largest exhaust rating (cfm); K 3 V
Kitchen hood typically
(not applicable if recirculating system
or if powered makeup air is electrically L1o
interlocked and match to exhaust
d) 80% of next largest exhaust rating
(cfm); 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 (cfm); '17712
[2a + 2b +2c + 2d]
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above)
b) estimated ated house infiltration (from / ".7C
above J
Makeup Air Quantity (dm);
[3a - 3b)
(if value is negative, no makeup air is j ) c
needed)
4. For makeup Air Opening Sizing, refer ` , A
A
to Table 501.4.2 f V
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.
i 11
I II
Page 3 of 6
3
t
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- Ouct di-
pliances, 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 D
Passive opening 1-36 1-22 1-15 1-9 3
Passive opening 37-66 23-41 16-28 10-17 4
Passive opening 67-109 42 - 66 29-46 18 - 28 5
Passive opening 110-163 67-100 47 - 69 29 - 42 6
Passive opening 164-232 101-143 70-99 43-61 7
Passive opening 233-317 144-195 100-135 62-83 8
Passive opening 318-419 196-258 136-179 84-110 9
w/motorized damper
Passive opening 420- 539 259 -332 180 - 230 111--142 10
w/motorized damper
Passive opening S40-679 333-419 231-290 143-179 11
w/motorized damper
Powered makeup air >679 >419 >290 >179 NA
Notes:
A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to
determine the remainfng 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
Other, describe:
Explanation -If no atmospheric or power vented appliances are installed, check the appropriate box, not required. if a power vented
or atmospherically vented appliance installed, use IFGC Appendix 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/Boiler:
-Draft Hood _ Fan Assisted kDirect Vent Input: Btu/hr
or Power Vent
Water Heater:
_ Draft Hood X Fan Assisted _ Direct Vent Input: SQO 060 Btu/hr
or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. n
The CAS includes all spaces connected to one another by code compliant openings. CAS volume:. ~i 5-,-,-C
LxWxH L W H
Step 3: Determine Air Changes per Hour (ACH)1
Default ACH values have been incorporated Into Table E-1 for use with Method 4b (KAIR Method).
If the year of construction or ACH Is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES)
4a. Standard Method
Total Btu/hr input of all combustion appliances Input: Btu/hr
Use Standard Method column in Table E-1 to find Total Required TRV: ft3
Volume (TRV)
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP S.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIA%CES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: C0 0 Btu/hr
/
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3A-7.5'0 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 (TRY) = RVFA+ RVNDA TRV = + 31,7 ~U TRV ft3
If CAS Volume (from Step 2) is greater than TRV than no outdoor openings are needed.
If CAS Volume (from Step 2 is less than TRV then o to STEP S.
Step s: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRY (from Step 4a or Step 4b) _ f
Ratio = S / 37S d = rp
Step 6: Calculate Reduction Factor (RF). 7
RF =1 minus Ratio RF =1- , _ J 1
Step 7: Calculate single outdoor opening as if all combustion air Is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS Input: .50, M0 Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA): /
Total Btu/hr divided by 3000 Btu/hr per in= CAOA = 5^Q pctc) / 3000 Btu/hr per in' =
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 1 7 x in'
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA = S -7 in. diameter
go u 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
6304.
Page 5 of 6
- - yhtSO#t- Project Summary Job: epos
Wrl Date: April 25, 2013
Entire House By: Scott
Elander Mechanical inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952-445.4692 Fax: 952-445-7487
• • •
For: (oOG Yi
Notes:
M - • Information
Weather: Minneapolis-St. Paul, MN, US
Winter Design Conditions / Summer Design Conditions
Outside db -15 °Fv 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/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 50438 Btuh Structure 25280 Btuh
Ducts 1508 Btuh Ducts 521 Btuh
Central vent (168 cfm) 15226 Btuh Central vent (168 cfm) 2311 Btuh
Humidification 11766 Btuh Blower 0 Btuh
Piping Btuh
Equipment load QT! n Use manufacturer's data y
Rate/swing multiplier
Infiltration Equipment sensible load 28112 tuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 1 (Tight) Structure 1882 Btuh
Ducts 112 Btuh
Heating Cooling Central vent (168 cfm) 2890 Btuh
Area (ftz) 5140 5140 Equipment latent load 4883 Btuh
Volume (ft') 33571 33571
Air changes/hour 0.10 0.05 Equipment total load Bt
Equiv. AVF (cfm) 56 28 Req. total capacity at 0.70 SHR on
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX SERIES
Model ML193UH090XP48C-* Cond 13ACX-042-230-16
AHRI ref 4792309 Coil C33-43++TDR+TXV
AHRI ref 5529733
Efficiency 93AFUE Efficiency 10.9 EER, 13 R
Heating input 88000 MBtuh Sensible cooling 2835 Btuh
Heating output 83000 Btuh Latent cooling 0 Btuh
Temperature rise 50 OF Total cooling 40500 Btuh
Actual air flow 1556 cfm Actual air flow 1350 cfm
Air flow factor 0.030 cfm/Btuh Air flow factor 0.052 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.85
Bold/Itallc values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-Aug-01 14:29:01
wrightsoft° Right-Sulte® universal 2012 12.1.06 RSU13410 Page 1 3
ACCA ...1DesktoplHeat Losses 20131Lenner 6008 Eagansup Cale = M.18 Front Door faces: N
i
I
I
Component Constructions Joy: 6006
wrightsoft~ Date: April 25, 2013
Entire House 6y; Scott
Elander Mechanical inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952.445-4692 Fax: 952-445.7487
• • atibn~
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 humidity 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 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 Insut R Htg HTM Loss Clg HTM Gain
ft' 8tuhfi0-•F ft!'FBtuh BtuhA1' Btuh 8tuhm° Btuh
Walls
12F-Osw: Frm wall, r-21 av ins, 1/2" gypsum board int fnsh, 2"x6" n 71 0.065 21.0 5.52 391 0.89 63
wood frm
12F-OSw: Firm wall, vnl e , r-21 av ins, 1/2" gypsum board int n 698 0.065 21.0 5.52 3855 0.89 619
fnsh, 2"x6" wood frm a 769 0.065 21.0 5.52 4248 0.89 682
s 858 0.065 21.0 5.53 4740 0.89 761
w 739 0.065 21.0 5.52 4081 0.89 655
all 3063 0.065 21.0 5.52 16923 0.89 2718
156-10sfc-8: Bg wall, light dry soil, concrete wal 00 ns, 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
w 192 0.050 10.0 4.25 816 0 0
all 1312 0.050 10.0 4.25 5576 0 0
Partitions
(none)
Windows
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated n 18 0.280 0 23.8 436 9.08 167
(SHE-O.2s~ s 61 0.280 0 23.8 1455 17.1 1045
w 260 0.280 0 23.8 6196 30.7 7983
all 340 280 0 23.8 8087 27.1 9194
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 170 .280 0 23.8 4050 27.9 4742
100-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 114" w 17 0.270 0 23.0 390 18.1 308
gap, 1/8" thk; NFRC rated (SHGC=0.24)
Doors
11JO: Door, mtl fbrgl type n 19 0.600 6.3 51.0 983 14.9 287
e 21 0.600 6.3 51.0 1071 14.9 313
all 40 0.600 6.3 51.0 2054 14.9 600
Ceilings
16CR-44ad: Attic ceiling, asphalt shingles roof ma 644 it ins, 2104 0.022 44.0 1.87 3934 0.84 1775
5/8" gypsum board int fnsh
2013-Aug-01 14:29:01
wrightsoft` Right-Sulte® Universal 2012 12.1.06 RSU13410 Page 1
ACCA ...1DesktoplHeat Losses 2013%Lennar 6008 Eagan,rup Cal = MJe Front Door faces: N
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Floors
20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fn , r-5 ext ins, r-38 143 0.030 38.0 2.55 365 0.25 36
cav ins, amb ovr
20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fns , r-5 ext ins, r-3 305 0.030 38.0 2.55 778 0.25 76
cav ins, gar ovr
21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1656 0.020 0 1.70 2815 0 0
i
~I
2013-Aug-01 14:29:01
WYightsOft° Right-Suite® Universal 2012 12.1.06 RSU13410 Page 2
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUrI,LDING PERMIT APPLICATION
PROPERTY LEGAL: M ck -7, 5 d~► Zed AA
DATE OF SURVEY'
LATEST REVISION:
d
c
ca
U
p z Q DOCUMENT STANDARDS
❑ ❑ • Registered Land Surveyor signature and company
❑ 0 • Building Permit Applicant
❑ ❑ • Legal description
❑ ❑ • Address
❑ ❑ • Forth arrow and scale
~f ❑ 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
0 ❑ • Directional drainage arrows with slope/gradient %
❑ ❑ • Proposed/existing sewer and water services & invert elevation
❑ ❑ • Street name
❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.)
❑ ❑ • Lot Square Footage
❑ ❑ • Lot Coverage
ELEVATIONS
Existing
❑ ❑ • Property corners
0 0 * Top of curb at the driveway and property line extensions
❑ ❑ • Elevations of any existing adjacent homes
❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches
,pf ❑ ❑ • Waterways (pond, stream, etc.)
Proposed
❑ 0 • Garage floor
,e' ❑ ❑ • Basement floor
❑ ❑ • Lowest exposed elevation (walkout/window)
0 ❑ • Property corners
,g p 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ ❑ • Easement line
❑ ❑ • NWL
❑ ❑ • HWL
X ❑ ❑ • Pond # designation
D ❑ • Emergency Overflow Elevation
0 0 • Pond/Wetland buffer delineation
Y . Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
❑ 0 • Lot lines/Bearings & dimensions
0 0 • 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
❑ ❑ • Setbacks of proposed structure and ideyard setback of adjacent existing structures
❑ 0 • Retaining wall requirements:
Reviewed By Date
G:/FORMS/Building Permit Application Rev. 11-26-04
Lot 1, Block 7, STONEHAVEN 2ND ADDITION
according to the recorded plat thereof Dakota County, Minnesota
Address: 3600 Sawgross Trail South, Eagan, Minnesota
House Model: 6008 Elevation: D3
' Buyer:
t ; wall Wig
lEL equired
Y~ ~ 898 9
/ O
-7/ 8999 $993899.4
95°
Scale: 1" = 30, O \ \ 41
J p/ 999
010
0.~
N .
O gp3? \ p Lam'
/ / / i / 99 / / X
/ sg29_ / \ \ m a
0.0 \ O o
kX go
\ \ \
3S 64 mark: \
Sow p of spike \ \
M x 41- , 00 elevation 903.76 9pp6
a \ \ ` ,2 '99 .9 /X gp3 5 (JI \ X g97 6 0 / / / \ / °
Z a 4 \ \ 900 \ a \y'p36
Z 0 \ \
_ \ 0 3 X oa9 ~I\\ o aga 2
5 L
46
5g co
04 \ \ N 2-bo 03
o / o J \ Edge of water
W
a» € n\ o o D J \ 7 9 7-12-13
p0 c t c,I / e
O a 2\ CIA
1 WETLAND W-1
04 z \ c1~ \ z •v, 9 / 895^ \t
a ~ ~ \ Lo /A ~ X
fy _ \ \ l \ a' ~0~ 1 50 ' g9,2
~ + /
9p05 1
\ ~1\ Op15 ~ j g98,4 / i ~
m9. 0\ X819
q0 X
0 9B *5
6.6 co,
\ \ ~ I F 90~ , ~ , Ca96
.5) ~
\ a\\ \ ~g ~`.9 10 \'T 46 1~ Wi \
A\~
o g95.9 L
• \ ~ ` g0~ 0 0 ~ 902.3 _ , os 1 ~
\ ed ,
VAOUse 0 D
`g 6 Benchmark:
top of spike \ 9~J
elevation =901.91
Bench Mark:
Top Nut Hydrant Lot 14 Blk 2 oGJ9
Elev.=903.26 tV
X 000.00 Denotes existing elevation
Lot area 18117 sf 000.00) Denotes proposed elevation
s
House area = 2399 sf Denotes drainage flow direction
Porch area r 229 sf rr, 1) ♦ Denotes spike
Sidewalk area = 70 sf 113`,'
Driveway area =966 sf
Impervious Coverage =20.2 %
LAGAN ENGINEERING DEPT, Lowest allowable floor elevation : 894.0
Construction Notes:
1. Install rock construction entrance. House elevationsProposed) / As-built
2. Install silt fence as needed for erosion control.
1 Sidewalks shall drain away from house a minimum of 1.0%. Lowest Floor Elevation :(895.7)
4. Contractor must verify driveway design. Top Of Foundation Elev. :(903.7)
5. Contractor must verify service elevation prior to construction. ; (9p3.4)
6. Add or remove foundation ledge as required. Garage Slab Elev. ® Door
T.O.F. Elevation ® Lookout (898.9)
General Notes:
1. Grading plan by Pioneer Engineering last dated was used to
determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan or
2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and
encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the
direct supervision. State of Minnesota, dated 07/09/13.
3. Proposed building dimensions shown are for horizontal location of
structures on the lot only. Contact builder prior to construction for
approved construction plans. Signed: Pioneer Engineering, P.A.
4. 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. BY:
5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor
those shown on the recorded plat. Minnesota License No. 42299
6. Bearings shown are based on an assumed datum. email-phawkinson@pioneereng.com
Revisions.
1') 7-12-13 STAKE HOUSE
D ~1~r7(~' 2J7-23-13 Change F.B.W.O.toF.B.L.O CVltl11C~.t(~ V O1 Survey for:
1 1 It N E E 1~eytg2neeYZn~ Lennar Corporation
CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS -
Ph.: (651) 681-1914 16305 36th Ave N Ste #600
2422 Enterprise Drive Fax: (651) 681-9488 Project#: 111195050 Plymouth, MN 55446-4270
Mendota Heights, MN 55120 www.pioneereng.com Folder#: 7299 Drawn by: kks Phone: (952) 249-3000 / Fax: (952) 404-1909
(c) 7n14 Pinnaar Fnoin-rin r
City of Eta!'
Address: 3600 Sawgrass Tr S
Zip: 55122 Permit #: 112718
The following items were / were not completed at the Final Inspection on: t{bpi qj (3/ Z°( q
Final grade - 6" from siding
Permanent steps — Garage
goorW
Permanent steps — Main Entry
Permanent Driveway
Permanent Gas
Retaining Wall or 3:1 Max Slope
•N
01-
Sod / Seeded Lawn
Trail / Curb Damage
Porch
Lower Level Finish
Deck
NIPir
Fireplace
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector:
G:\Building Inspections\FORMS\Checklists
� ' A Use BLUE or BLACK Ink
�________��___-__.�
� For Office Use I
' �a� �� '
Cit of �� �� j Permit#: �
Y � � �-- �
�" � Permit Fee: y I
3830 Pilot Knob Road ., 1
Eagan MN 55122 - � t°� Date Received: �
Phone: (651)675-5675 �
N.,..,, I
Fax: (651)675-5694 ; �� �, ,� ,x�€�� Staff: �
I �
2014 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit#:
Name:��(� tl� ( f' ,L Phone:_ �0 7- 3��- Sy(9S/
Resident/ /
OwneC Address/City I Zip: _ �lp(� ,� (,cJ ��,�}-S ���( ,S'
Applicant is: Owner Contractor
Type of Work Description of work: /���c��/'� J2.�'�"f��'n1,�q 1�,/�j�'f
Construction Cost: Multi-Family Building: (Yes /No,�)
Company:��rl(rU P2 �/U�}�t �'�/(° Contact: /Md� JY1()A/TiQG�� �/
Address: '' /ySS��,'`f�. �t'-f� `TfZ�-%� � �I City: �O�..P� ,r�„/T
Contractor `e6
State: t�Zip: �SO fe�' Phone:_(n S/ � ��,Q-�'j37Email: Tv�/i�I ,,�1 bo��IrI.�/��'��,�e c t� ,�
License#: Lead Certificate#:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
� ��� T
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:
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 fhe Clty fo
conc/ude fhat the are trade secrefs.
CALL BEFORE YOU DIG. Call Gopher State Qne 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,000herstateonecall 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 staR without a permit; that the work wiil 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.
A '��C), ^ ,I�1�/��,�J�L
pp icant s Printed Name X canYs Signature
Page 1 of 3
' ' DO NOT WRITE BELOW THIS LINE � ��
SUB TYPES ���� ��f�SS �e� �
Foundation _ Fireplace _ Porch (3-Season) Storm Damage
,`� Si�gle Family _ Garage _ Porch (4Season) _ Exterior Alteration (Single Family)
_ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ E�cterior Alteration (Multi)
_ 01 of_Plex _ Lower Level _ Pool � Miscellaneous
_ 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 *I�emolition of entire building—give PCA handout to applicant
DESCRIPTION
Valuation fl UC�� Occupancy T,��_ MCES System
Plan Review Code Edition 2c��7�^v�St3C 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�g) - Sheetrock
Footings (Deck) Final/C.O. Required
Footings (Addition) /� Final/No C.O. Required
Foundation �� � HVAC
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
Meter Size: Radon Control
Erosion Control ' �'
Reviewed By: Building Inspector � �
RESIDENTIAL FEES
Base Fee �'�L t��,,,�-�� e� c� �
�� .
Surcharge
Plan Review � � �� �
MCES SAC /
City SAC
Utility Connection Charge
S&W Permit 8� Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 2
� Lot 1 , Block 7, STONEHAVEN 2ND ADDITION L � �� �� `'
N � according to the recorded plat thereof Dakota County, Minnesota
,� Address: 3600 Sawgrass Trail South, Eagan, Minnesota
' House Model: 6008 Elevation: D3
� °� ���w���t�a �lr���� Buyer: �
t�a ! e�.�����iza�r� 1►��tll V11�11 �
� ���,irec� _�....� � \��
/ � -
„�• � a989
/ �
�' �` � �y
i . .� G
\ / C�\_/ ����� \\ . g9$9 �g9•�a99 4 �
/ �Jv �?/ � \� aA 95 �, y
Scale: 1" = 30, \ / /\/O�� //� ,�OO �; \\ a9`��� Q
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\` ,,.�. 11 /� `1X 9p3 7 �
1 R` `�3 64 ° z , � .2 „ B mark: �\ �
+� � '� 5. 900� /� p of spike �
v�° , �� °'2�,�% �� / elevation =903.76 �9oos
z � y2» --�- � � -�, � x 9035 �� 8e� - -"�" .
�••y ; ` gyg9 +C.�. gp0. � ,�� / CP� X ' `
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1\ 9p04 � � N ,P+ i� / �..� a�g.2
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w �''� `�� � � � N p�oo� 2.�� � �n a/� r � --
� , � o � X � \ _ , Edge of water
� � 1�+� 1 `, � � ° o -� o � � ,� / � 7-12-13
\ O p J ` �g7
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.� \ .. W o ' � 50, $a�•
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1 � f \ , � 2�' / � / � � _ `� �
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p� � �g� �,9 �° \ ,- �r �6�� ��'.
� G� �p. '' `. L - J 9°,.2.5)
('� , � 90 �
\ �' \\ �� J �� 3.� a2 �/ � _����8959 L
S��rL � ,- � ___-- ��
\ �1 q0�� O � 902�� - 1 tD
�� � i ����� ProPosed ��N ���A ��'�,�
W , .� � �� use ..� � � x ,�
\ -q \1 1R .�_-_ �� � o� �1 H o �� �� ��,1' < _„_.. w'�`.�"��.�.�_�
,-�6Q' � �'� �
. - i `-., ed
' \ _- 3 .3''� 1 � � J St� ��1�---_ __�___...._..._w._._
, �
g�8 Benchmark: �-�
� to of s ike �"J
P P �
elevation =901.91 ' �'�^°���: _.._1�4' �/��
1 d ,��5,..�a���l��A ��`.4y..�� °: �'..�i-��.r�"'�� 'i����Q�
Bench Mark: ,26 �,
Top Nut H ydrant Lot 14 Blk 2 o�..JC�
Elev.=903.26 N,�
X Op0.00 Denotes existing elevation
Lot area = 18117 Sf �I� ( 000.00 ) Denotes proposed elevotion
HOUSe area = 2399 Sf 1 __,� ,_.� V,,! `�� � � Denotes drainage flow direction ���`��
Porch area : 229 sf � Denotes sP�ke �"f �
Sidewalk area = 70 sf �;' d� "
Driveway areo =966 sf Dµ`v ��' /��
Impervious Coverage =20.2 % �� --�_-
/�� EAGAN ENGINEER�iNG DEP't's Lowest allowable floor elevation : gg4,p
Construction Notes: ��
1. Install rock construction entrance. House elevations �Proposed� / As-built
2. Install silt fence as needed for erosion control.
3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest Floor Elevation :(895.7) /
4. Contractor must verify driveway design. Top Of Foundation Elev. :(903.7) /
5. Contractor must verify service elevation prior to construction. •(903.4) /
6. Add or remove foundation ledge as required. Garage Slab Elev. C� Door •
T.O.F. Elevation � Lookout��898•9) �
General Notes: �!
1. Grading plan by Pioneer Engineering last dated was used to
determine proposed elevations shown herein. We hereby certify to Lennar Corporation thot this survey, plan or
2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and
encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor unde� the laws of the
direct supervision. State of Minnesota, dated 07/09/13.
3. Proposed building dimensions shown are for horizontal location of
structures on the lot only. Contact builder prior to construction for
approved construction plans. Signed: Pioneer Engineering, P.A.
' 4. 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. BY:
5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor
those shown on the recorded plat. Minnesota License No. 42299
6. Bearings shown are based on an assumed datum. emaii-phawkinsonQpioneereng.com
Re4isions: � ��
� . . IJ7-12-13STAKEHOUSE Ce1�1�1Cate Ol SUrVey f01•
1 ��.NEER z•��"z3-13 Chnnge F.f3.W.0.to F.B.L.O .
�Yt�2nee1'2Ytg Lenr�ar Corporatlo�l
CNILENCWEIiRS LANDPLANNLRS LANUSURVEY02S LANDSCAPEARCI�II'1'ECTS
Ph. :(651)681-1914 16305 36th Ave N S[e#600
2422 Enterprise Drive Fax:(651)681-9488 Project#: 111195050 Plymouth,MN 55446-4270 �
Mendota Iieights,MN 55120 www.pioneereng.com }:older#: 7299 Drawn by: kks Phone:(952)249-3000/�ax:OS2)404-I)0) j
�'
(('�7(112 Pinnvar FnoinrPrino � . .
. Use BLUE or BLACK Ink
' •, �-----------------
� For Office Use �
Clt� j Permit#: /�/� �� yi
� of �� ��. ����;��,�� � � �,������
� � Permit Fee: ��
3830 Pilot Knob Road , � �'�l�
Eagan MN 55122 ��� � � 71��� � Date Received: �
Phone:(651)675-5675 1 I
Fax:(651)675-5694 i Staff: I
I 1
���������������__J
2014 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit#:
Name: ,���; �' ���, ��I i.ii(r� Phone:
Resident/
Owner Address I City/Zip: 3�t$� �-�,'c;�p�,F, 'TI'p��(I� �-,,
Applicant is: Owner �Contractor
Type of Work Description of work:�f��� •t�M '� ��,�..r��n�
Construction Cost: Multi-Family Building: (Yes /No �
Company: ��' V�.i+�0,�j J�if�NV� Contact: ai[1 b� J��.�.�.�f,��_
Con#ractor Rddress: ���1�Q ki�iG�k�+�ac��N rIi`. City: (,9�rr[i5(�c?��(�
-��-C-�.�—�
State:�Zip: CC 0 i(� Phone: •�Z � � '� Emaii:1+�6�',Df� �. ���t,(,�r,�pC��T,�g�►�LL(� GP,i�I
;=31-a.cik � �
License#: G � 3 Lead Certificate#:
If the project is exempt from lead certification, please explain why: (see Page 3 for additionai information)
� '�
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes _No if yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be c/assi�ed as non-public if you provide specific reasons that would permit the City to
conclude that the are trade secrets.
CALL BEFORE YOU DIG. Cali Gopher State One Call at(651)454-0002 for protection against underground utility damage. Calt 48 hours
before you intend to dig to receive locates of underground utilities. www.4opherstateoneca{I.orp
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 1 understand this is not a perrnit, but or�ly an application for a permit, and work is not to stark without a permit; that the work will be in
accordance with the approved plan in the case of woric 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 complsted within 180
days af permit issuance.
x_�!o.C�lJ.EJ �'Gif1�/l�y� x
ApplicanYs Printed Name Applica s Signatur �
Page 1 of 3
� 4. ' ' ���� 5�1��1�s 7�� �� /��,
` DO NOT WRITE BELOW THIS LINE / �� �i �
SUB TYPES
_ Foundation _ Fireplace Porch{3-Season) _ E�erior Alteration(Singte Farrtily)
_ Single Family _ Garage � Porch(4-Season) _ Exterior Alteration(Muiti)
_ Multi _ Deck _ Porch(Screen/GazeboiPergola) _ Miscetlaneous
01 of_Plex Lower Level Pool Accessory Building
WORK TYPES
�New _ interior Improvement T Siding _ Demolish Building*
� Addition _ AAove Building _ Reroof _ Demolish Interior
_ Alteration ' Fire Repair _ Windows ` Qemolish Foundation
_ Replace _ Repair _ Egress Window _ Water Damage
Retaining Wall *Demolition of entire building-give PCA handout to applicant
DESCRIPTION
Valuation � � � 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 INSPECTIt3NS
Footings (New Building) Meter Size:
� Footings(Deck) Finai/C.O. Required
� Footings(Addition) � Final 1 No C.O. Required
Foundation HVAC Gas Service Test Gas Line Air Test
Roof:_Ice &Water _Final PaoL•_Footings Air/Gas Tests _Finai
� Framing Drain Tile
Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick
� Insulation Windows
� Sheathing Retaining Wall:_Footings_Backfili^Finaf
Sheetrock Radon Control
Fire Walls Erosion Control
Braced Walls Other: ,
Reviewed By: , Building Inspector '-
RESIDENTIAL FEES LI%�r�{Cti 4�t'�; �'f� S �t=�?-r ���'���e:�e_
� c;�.�2.,��k�v"-e<� 1�-�L'GLR��t`�t� l��-�l(.�_�Gf-C.
Base Fee �,,� - ��`��
Surcharge ��t ���
Plan Review W' l.�'� `� / /
MCES SAC � � �j� .r-- / � �Q
z City SAC � �� � �
Utility Connection Charge
S8�W Permit&Surcharge ���Y�[� �I � �� -�" �''�
Treatment Plant /, /�� � �
l
Copies
TOTAL �
�j P�e 2 of
f�' I �
. ,������..�
. ' , �City Council Meeting Minutes
December 16,2014
3 page
PUBLIC HEARINGS
Variance—Joe&Barbara Miiler—3600 Sawgrass Trail South
City Administrator Osberg noted the Council is being asked to approve a variance of 5'to the
required 25'structure setback from a wetland buffer. A letter of support for the proposed
improvements has been received. City Planner Ridley gave a staff report.
Morgan Jenkins,Architect with Residential Design LLC, was available for questions.
Mayor Maguire opened the public hearing. There being no public comment, he turned the discussion
back to the�ouncil.
Councilmember Fields moved, Councilmember Tilley seconded a motion to approve a Variance of 5'to
the required 25' structure setback from a wetland buffer for property located at 3600 Sawgrass Trail
south,subject to the following conditions: Aye: 5 Nay: 0
1. If within one year after approval,the variance shall not have been completed or utilized, it shall
become null and void unless a petition for extension has been granted by the Council.Such
extension shall be requested in writing at least 30 days before expiration and shall state facts
showing a good faith attempt to complete or utilize the use permitted in the variance.
2. This Variance applies only to the porch addition as illustrated on the Site Plan received
November 17, 2014.
3. The proposed addition shall be architecturally compatible with the existing structure.
4. The proposed addition shall be constructed consistent with the approved Site Plan and a
Building Permit shall be obtained prior to construction.
Project 1159-Duckwood Drive Street Improvements
Public Works Director Matthys introduced the item noting as part of Eagan's Pavement
Management Program (PMP),the City evaluates streets within the community throughout their life
cycle and implements appropriate maintenance strategies.
Assistant City Engineer Nelson gave a staff report noting Project 1159 provided for the street
improvements of Duckwood Drive, a collector street between Denmark Avenue and Lexington
Avenue in central Eagan.
Mayor Maguire opened the public hearing. There being no public comment, he turned discussion back
to the Council.
Councilmember Fields moved, Councilmember Bakken seconded a motion to approve Project 1159
(Duckwood Drive—Denmark Avenue to Lexington Avenue—Street Improvements)as presented and
authorized the preparation of detailed plans and specifications. Aye: 5 Nay:0
Project 1141-Elrene Road Street Improvements
Project 1167-Thomas Lake Road Street Improvements
Scale: 1" = 30'
Lot 1, Block 7, STONEHAVEN 2ND ADDITION
according to the recorded plat thereof Dakota County, Minnesota
Address: 3600 Sawgrass Trail South, Eagan, Minnesota
House Model: 6008 Elevation: D3
Buyer:
898.9
95-9
898.9 899
899.3 �c:31
L°'
/
/
/' /' '1,1
' /bri4 165
/ Q191(n�v
/�
\\ R
ave
\ \
\ \ \ 900.2
\ 900 ci3 900.6
\ f\ \
An \ \
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7
7
7
899.8.
d
900" 900.2
:042
1 8....' 00.4
\\ 1903.5
8190
\`��� 6181
V '
.01
Edge of water
- 6-9-14
WETLAND W-1
\
Bench Mark:
Top Nut Hydrant Lot 14 Blk 2
Elev.=903.26
Lot area = 18117 sf
House area = 2399 sf
Porch area = 229 sf
Sidewalk area = 70 sf
Driveway area =966 sf
Impervious Coverage =20.2 %
cco
O
904.4
905.1
House
N, 4.5912
iii'
General Notes:
1. Grading plan by Pioneer Engineering was last dated was used t
determine proposed elevations shown herein.
2. No specific soils investigation has been performed on this lot by
the surveyor. The suitability of soils to support the specific house
is not the responsibility of the surveyor.
3. this certificate does not purport to show easements other than
those shown on the recorded plat.
4. bearings shown are based on an assumed datum.
PIL
sodded \
144.95 \� ,
X 000.00 Denotes existing elevation
( 000.00 ) Denotes proposed elevation
Denotes drainage flow direction
A Denotes spike
Lowest allowable floor elevation
894.0
House elevations (Proposed) / As -built
Lowest Floor Elevation : (895.7)
Top Of Foundation Elev. : (903.7)
Garage Slab Elev. ® Door : (903.4)
T.O.F. Elevation ® Lookout: (898.9)
/
/ 904.2
/ 903.3
/ 899.1
We hereby certify to Lennar Corporation that this survey, plan or
report was prepared by me or under my direct supervision and
that I am a duly licensed Land Surveyor under the laws of the
State of Minnesota, dated 07/09/13.
BY:
Signed:, Pioneer Engineering, P.A.
Peter J. Hawkinson, Professional Land Surveyor
Minnesota License No. 42299
email-phawkinson@pioneereng.com
PI$NEERengineering
CIVIL ENGINEERS LAND PLANNERS
2422 Enterprise Drive
Mendota Heights, MN 55120
LAND SURVEYORS LANDSCAPE ARCHITECTS
Ph. : (651) 681-1914
Fax: (651) 681-9488
www.pioneereng.com
Revisions:
1.) 7-12-13 STAKE HOUSE
2.) 7-23-13 CHANGE F.B.W.O. TO F.B.L.O
3.) 6-9-14 GRADING AS -BUILT
4.) 9-15-14 ADD IMPROVEMENTS
5.) 9-29-14 Add Porch and Deck
Project # : 114210000
Folder #: 7299 Drawn by: kks
Certificate of Survey for:
Lennar Corporation
16305 36th Ave N Ste #600
Plymouth, MN 55446-4270
Phone: (952) 249-3000 / Fax: (952) 404-1909
�� Lot 1 , Block 7, STONEHAVEN 2ND ADDITION f�J� 7--.��
�
' according to the recorded plat thereof Dakota County, Minnesota
Address: 3600 Sawgrass Trail South, Eagan, Minnesota
House Model: 6008 Elevation: D3
Buyer:
��
� \
.
.
� .
u�� 8g8.9
/ \
/� �♦ �
� •�� 898.9 . .
\ �j� •e
/ �� ��•� �
/ � � \ � 898.9 899,-
» r / /�V /7/ + \ �� �' 899.3 9g�1
O � \ � � �d �
Scale: 1 = 30 /\�� \ /�� �
/�(_�1/ 1.� � . ;�. l.
� � / // O�� �J ",�O�K% \ ' 899.4
// OO / � ��(�OD(��� 899.1 �
///� _``O /// �/OJ/ 899'. �• JO ^
\�� �G`�v� D�/ 899 3 88R /�' \\ Z
// O/ / J
, �7 //� sss.a / � �� CS�
� o
/\�� /�� . /�� ass : . // �\ O
es9.a �
/i /�i�� $� ,� sss.s /� � °o.
� 6 � � \3o W�
� ��ja ti; '� a9�.9 � \ �
///� �// i ���� O / g9� .'900.� ' �/ �i ?,o � ,i�
// ` 'I_� / ' / �\ �co a ��
� O✓ e � ��
� //i � .d.� � � \ 'O�, �
� �99• 9.8 899.7 / \ �� �i
/ i
33 900;, � � � ��C
��`'R, S 64 90�� 9od.z �� o� � \
; / � J oO 00.2� � �� � nN \ ��
\ �2�� �8 •oo.a �� \�„ �a 0�����
\ ` , �1 ,�o•� �
� �� 900.2 � / 4s � ��8e . �� �' -19•9� ` ��-� Cr
�` ` ypp.3 \ 900.6 ' � \ti. ��gy '' �4�,��� \ (}�
1 � � v
\ \\ 9op3 soo.s\ �� oa. soz. 46•2 � ?N �' \\ � � �
\(f� 1\� \ � 5.a � /�' x. y �
Ti �� ,p N 'p y UN ` Q g�g2
`���„L � �'°°op ' go3.5 " r' � -n G� ' : � � �� �C
�\ \ � Z.o 2� � �� \\ � � �N o \ 1 � Edge of water
� � ��� ; � \� I o � � ,..00` \a � �.� � � ---6-9-14
\ �\�7 �\ � Cr � , .2, �� W 2 2 _:- ' �" a �\ 2 �G �81 9
w � '; � `� �; � WETLAND W-1
,
�; �� � �� � ' z.s �, 1 � o �
\ ,. � � ' .5 � O ��, �g 5 �397.8 Z �1'
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�. soo.e •� � � �cT 24• i � W �
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\, : � O;_n�� ,` �3009�9 13 \ 2.1 �� ' ` \
\�' � i J \ �
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\�� \\` �� .O� 901.5 � 896.7 S�� \\ L
� �
` /��0901. �
\ : \ \ gp10 � 904.4 `
sos.� GJ�j
�`', 1 \ w '��� � House 1�4� ` ���
_ ' ` , ��6q o_--i 6r� � ,��
' - _ 8 e, ` N,4o�9,2 �,,
a \ ���� !"
\ • '�
Bench Mark: �
Top Nut H ydrant Lot 14 Blk 2 �°
Elev.=903.26 �
X 000.0� Denotes existing elevation j ' �
LOt area = 18117 Sf ( 000.00 ) Denotes proposed elevotion ` � ��
HOUS2 area = 2399 Sf � Denotes drainage flow direction � �
Porch area = 229 sf � Denotes spike
Sidewalk area = 70 sf
Driveway area =966 sf
Impervious Coverage =20.2 �
Lowest allowable floor elevation : 894.0
' House elevations �Proposed� / As-built
Lowest Floor Elevation :(895.7) �
Top Of Foundation Elev. :(903.7) / 904.2
Garage Slab Elev. � Door �(903.4) / 903.3
T.O.F. Elevation � Lookout��898.9) / 899.1
General Notes
1. Grading plan by Pioneer Engineering was last dated was used to We hereby certify to Lennar Corporation that this survey, plan or
determine proposed elevations shown herein. report was prepared by me or under my direct supervision and
2. No specific soils investigation has been performed on this lot by that I am a duly licensed Land Surveyor under the laws of the
the surveyor. The suitability of soils to support the specific house State of Minnesota, dated 07/09/13.
is not the responsibility of the surveyor.
3. this certificate does not purport to show easements other than Si ned: Pioneer En ineerin P.A.
those shown on the recorded plat. 9 g g�
4. bearings shown are based on an assumed datum. �
B Y:
Peter J. Hawkinson, Professional Land Surveyor
Minnesota License No. 42299
email-phawkinsonC�pioneereng.com
Revisions:
PI�NEER l.)7-12-13STAKEHOUSE Certificate of Survey for:
2.)7-23-13 CHANGE F.B.W.O.TO F.B.L.O
en ineerin 3.)6-9-14 GRADING AS-BUILT .
� � 4.)9-15-14ADDIMPROVEMENTS Lennar Corporatlon
5.)9-29-14 Add Porch and Deck
CNIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCFIlTECTS
Ph.:(651)681-1914 16305 36th Ave N Ste#600
2422 Enterprise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270
Mendota Heights,MN 55120 www.pioneereng.com Project#: 114210000 Phone:(952)249-3000/Fas:(952)404-1909
Folder#: 7299 Drawn by: kks
n�M'�PinnPer FnainPerino
���EIVED
Becklin & Whitney J�� � � 7���
Consulting Engineers,In�
1391�AvE.E,Surt�100
P.O.Box 471
CAMBRIDGE,MN 55008
PxorrE(763)689-5631 FAx(763)552-5631
June 17,2015
Morga.n Jenkins
Glenwood Homes,LLC
10920 Kingsbarough Court
Cottage Grove,MN 55016
RE: StructuralIssues
Miller Porch
36UQuSa�s Trail .���'y��� '�'". �� �
� , �- �� ��
To Whom It May Concem: �
Introduction
We recently completed some Engineering for narrow wall issues on this porch. We have now been asked
to comment on certain aspects of completed work. The three(3)open issues are addressed in the field
notes from Kent Gunderson to Morgan Jenkins. We have attached the document.
Discussion
Item 1, Strapping of LVL
The strap needs to e�end to full height of LVL and o�to&aming below. Remove and reinstall strap in
proper locarion or provide new straps if they are damaged in remaval.
Item 2,Straps and connector plates installed on the interior vs ezterior
Installation of straps on interior is satisfactory.
Item 3,Support of rim LVL
The rim LVL supports wall load anly and no roof load. Loading from wall is assumed to 100 PLF. With
a span of 14 feet,the tributary load at ledger is 700 Ibs. As can be seen from the photo,the LVL is
alongside of the ledger and a hanger is instatled to support the rirn. We understand that(3)or more 5 inch
screws were installed thru the rim and into the end of the ledger.
The hanger installed is a LSC,Adjusta.ble Stringer Connector(see atta.ched spec sheet). The hanger has at
least(7)nails into each rnember. This hanger is not intended for use in this application and is instead
intended to support stair stringers. The screws into the end of the ledger have limited support capacity.
Based on the loading of only 700 lbs.,the installation is approved.
j � � ;�
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_ .�.��. �� ', r¢
, ��' :,`��� �iv�t��t��i
• Page 2 June 17,2015
StructuralIssues
Miller Porch
3600 Sawgrass Trail,F.agan,MN
for Glenwood Homes,LLC '
Required Repairs
Item 1,Strapping of LVL
The strap needs to extend to full height of LVL and onto framing below. Remove and reinstall strap in
proper locarion or provide new straps if they are damaged in removal.
Conclusions
Item 1 needs to be coirected. Items 2 and 3 aze satisfactory.
Attachments:
Field Notes
LSC Spec Sheet
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
�: ��,,,�,,,,� PROFESSIONALENGINEERUNDERTH�
ti���PM A��EC�,� LAWS OF THE STATE OF MINNESOTA.
�`yl�.• ���Z,:
_ � UCEh[SED � �w/[11�e�'l� �
- � PROFESSIdNAL:
� EN{31NEER - - �
�N�;�. 1$494 �'�Q.'
;-9j,�•, •'O; WILLIAM A.BECKLIN,P.E.
�� %s •��MtN.���, DATE:]UNE 17,2015 LIC. N0. 18494
. pF � �.
'�r��r<<��`
Margan:
W�need to revise f comp(et�the engineering"fixes'far the Mifler porch so that the project may
continue.
tn meeting with the Eagan inspectar on Monday afternoon,we identifeed several areas where we need
to pravide corrections or simply an engineers'stamp.
1} Tt�e enct wall does not have the req�Ered efements to becorne a partal wai!per the approv�d
drawing. The double microtiam header sits an top of the pfate instead of be(ow,and double
studs are not present on each end of the narrow wall.
� ..
�, �.,:
�.9
������y
�..
�.�
�-� i. �:
«�� ae, � ' �� . .� .;
.� � �4r, ' .
� G�i�r
't�. �'y�
��ni .f ,n ~•Wy`� 'G `%P��6'+r" .
� ��� �
�. ,.
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My recammendation: install 1 additional stud at these locations,add a 3'strap to the interiar at
the wall "ends"and install a 24."x 10'sheet of piywaod on the inside of this wali after insuiation.
I would prapose ta fulfy gtue this sheathing ta the studs, plates,and header and naif the insode
face 3"o.c.with 8d nails. I would also keep any electricai boxes out of these wails.
2) The sauth wall which includes the tripfe windora and 8'door has the straps and connector p�iates
installed on the inside only. The exteriar sheathing has bee�covered with siding artd soffii
/#ascia,and has been installed with staples,not nails per the portal�nrall detail.
� .�::«�<
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My recommendation: rip/i�sert fsl rim baard as a structural blacking panel into the stud
cavities with PL polyurethane constructian glue,fully gluing to the backside of the exterior OSB
sheathing.Atso,install interior straps at the remaining door opening,install straps at the 2 walt
ends.
3) The micallarn rirn bvard sup�orting t�te escterimr vaalls is not Npoeketed"ir�t�the e�xistirtg hame
framing, nor is it in an approved hanger.
.��,
,,,
9
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C��.�4��� �. A . .
R
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�Y�..smj�;h -. 'i ,•
�F
Mark Swensan tel(s us that he used S"lag bolts at the rim to ledger connection, but it is not possibfe to
verify.We have this detaii at 2locations. 1 do not know if a carrection is required,but we need a stamp
if this is accep�table,
Th�rerrrair�ing wal!has geeate�t�tan 4`of full h�ight:sheathing,anc#as swc�t the inspec�tor c�a�s r�c�t
belaeve that partal walY detaili�ng is required at afL
We need to submit 2 full sized engineered stamped revisions as soon as passible.
In additian,i I�elieve�his.process u�ould tseneftt greatly frc�rn a p�hon�ca�l betu�aee�tt�e ir�sp�ctor and the
engirreer.
In add9tion,the inspector would like to review the Littfin floor truss drawings in advance of the actual
framin�,inspection. ,
I wauld be happy to provide better photas or dimensians as requested. i
Thanksy
Ke�t Gu�rderson
kr�underson@hotmail.cam
952.220.5934
D6�a�Fi�aes • •
. . l9��4 i !�
'1 �.f ' f' I ! �.
�
The LSC adjustabie stair-stringer connector offers a versatiie, ,. �
concealed cenrtection between Uie stair stringer and the carrying ., ;, ;
header or rim joist whiie replaang t�stly framing.F�id slopeable ta e .� '
a!{common stair stringer pi#ches,the LSC connector is suEtable . + "
for either solitl or notched stringers. e : �
F@81U�88: � o a
•Replaces additional framing and toe-nailing ° e
•Suitable for most installations o�2xi0 ar 2x12 header/rim joist � ,,,�a" ,�,�km
•May be installed flush hrith ih�top of the carrying mer�ber �
or loarer on the face �` ¢ s "
•interchangeable for left or right applications �,� + �
•LSCZ features a ZMAX'e coating for additiona[corrpsion �.� '"
protection.Suitable for interior and some exterior applications.
LSCSS is made from staiNess steel#or higher exposure Rim Joist
enviranmenL See www.strongtJe.co�fi►bfor more infarmation
MATERIAL:18 gauge , � r
FINISH:ISGZ—ZMAI(�coa�ng;LSCSS—Stainless steel ' �� ��� `� � q���y����������� '��� �L -�� � � � �.
INSTALLATIOM: Use all sp�ified fasteners,sce table. $ s � �" �� �' �"�
•Bafore fastening,position the stair stringer with the LSC on the ` � }��3� � � �,,�+ � ��� ���
4'�`'1��^ �r�"if C"�.� S3�' . ,s` F § . e„g� w'd dY:�.
� carrying member to veriiy where�he bend should he(ocated. � � x �`� �� � � ` � � � ��°���- � �
� .
�,q � f ��� , �� . ���� �� �
•Tabs on the LSC must be ositioned to the inside of the stairs. � � �� � ����� ,�� �,��`����� � '� '�:��a �x��.`� � � �
p �'�a N�s „�, � ��s�.�-
♦ 4 . �.h � � ��. �� ��„�9 x4 �� �.� �r.�?� £s jrs7.,&:��. .
The fastener that is installed irrto the bottom ed e of tttie �����a���'
sfinger must go ir�to the seco�-to-last hole_ �d:. N �
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�1i#�er,��sc��,sc cn 1 � �k'L t�ra r�`i.��str��n�er,ad�itivr?a} �P'°rt ;� ,., � � � ���
,
e��s,�a s't�a�i a�ect �?e�fr�. �r�rat��r#�rmanc�of th�i�C, �`� "" .�r` suDu� ��"+-��
b�i�S�?Ctllv`��CCt� t�@C�Cz itt ��Sdv t'E��i�64SItl�: � � ,� '� <`t� frBllliOQ �'�€��,�
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� Rs su�f� � �rec rr,me��et€�hp�SG�e insfiailed viEi�the#��s � ��
�c��;fii�t��.��t��e cs4�tsi��caf T'��e strancaL�. �������°
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i;i i?�r;1,P,!c IS;Sic���U'i�3CtPU��'a'4.J�_S�CIS1i�Lt'1s�'tE��7tf1�S't1C��'
!(f��;',l��;�C�:'����I�t*�Sl�i�. . . -
CODES:See page 13 for Code Reference Key Chart. �tarrdard LSC#rrs#ai�ati��
�These prodr�cGs leature addi�onal corrosron pro�rction. These products are approved for ir�stallatron with the SYromg-DrJve SD
Sbu#ural-Gn�trnectorsc�ew.Se�page 27 iormore Mfrnrr�'an.
Ni�Oef' iliaW�i [�t�'��l.e�aic ' SPfMf M�aHe L�ls' �
No. ;' �tuaifon `Nim SMnyer , $ttla�er � 8�w fk�r S�w }�,
�a�= wwe r�e �►re�r F�ee ���> ;�ys) ��� t�15)
Supported° 8-10dx1'r�' 8-10cbc1�/z" t-10dxt'r�' 950 1000 815 $60
Supported 8-SD#9�c1'h" $-SD#9xi�4' — 865 �5 670 67U
LSG� St2nd2M 8-10d�t1'h' $-10tbc"134' #-ltkbcl'�Z" 756 755 &�Q 66Q ;
&�
■ �v;,i3i Starbard $SDlE9�c4Yr'° 8-5[lf9�t1Y f-3D�9�c'!34` ` 755 755 �U � }sg
Cantilever 8-10dx1'/�� 8-10dx1'Fi' 1-10dx1'h° < 520 520 445 445
Cantilever 8-SD#9x1'/z' B-SD�9x1'�4' — 545 545 445 445
� t �a�r�r,�, P «a�t� n r �m�an�1 �.��„ f m�sai=num t:�'i_,�L. 4.Si�t Stra�g Tie�SO#9xf 54'screrrs m�y be kN'S41dxt�r'�t4 ad�i�eve
n�E7.a.,�s iC..��;'��1�'JF,`rF'S;JGt`tES�?7�SfEfI3l��ra'Ic���7�p. 113�Y2�8S1f1hEdf$85CipAfISI11�Nl111�l18ff0YYF�CB�Sh�EK
2.YVH��cross-grain tension fort�.s a�no[be svaded�the mdribers, 5.NAN:10dx1�s=0.448'�a.x}'h Iag.t�s sl��6e ta�p�tvautized ior LSCZ uid
�lc�rprNorcement to resist sud►fo�es m�y be co��dered. s�kss�for tSC.SS.See Pape 22-23 for otl�-rta�l�and iMamalion.
3.A minimum distance of�/<'measured from tl�e lowest rim-joat 6.SCREWS;LSC2 aMy).SD#9x1�'(mode!SD9112)=0.131'dia.x 1�fz'long(see pape 27�.
fastener to edge of rim joist is requir�.
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, i Numbera`bags used � Estima[ec ft-value af P[evious fnstailati�n in sq.it. ' ���
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� Thickness of Insulation ��.� in in sq ft.- �
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' R-VALUE MINIMUM tNSTALLED MAXiMUAA NET MINiMUM WEIGNT ;��{
5ETTLED THIGKNESS 1in.M BAGS PER 1,OOQ Sn.FT. L�'
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To obtain an insulation shouid nat be tess after long-term settling bags per 1,000 sq.ft. shouid not cover of irtstalled insulation �
� resistance IR)of ihan: has occured of net area: more than; should not be less than: < I
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F � 22 8.5 8.5 t02 98 0.321 ����
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Becklin & Whitney
Consulting Engineers,�nc.
1391ST AvE.E,Su�TE 100
P.O.Box 471
CAMB1ttDGE,MN SSQO8
PxoNE(763)689-5631 Fax(763)552-5631
June 23,2015
Morgan Jenkins ..----w��
Glenwood Homes,LLC --��y
10920 Kingsborough Court /"
�r
Cottage Grove,MN 55016 ��,,-��,��''� �
� ;�,,,....- �.�
RE: Structural Issues(Straps) � ' �-
Miller Porch , ,�---�,,
3600 Sawgrass Trail �� �=`
Eagan,MN
To Whom It May Concern:
The installation of the straps for the porch is approved. The use of Simpson structural screws in lieu of
nails is approved.
Attachments:
Photos
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
'. �,,���,,, PROFESSIONALENGINEERUNDERTHE
�;���.�;A;QFc�,�,� ` LAWS OF THE STATE OF MINNESOTA.
s�'��.' ' .fi„�.%
� i � IICEt�SEA :
z�PROFESSIONAL •, ��� �
- ENGINEER �l
'�N�;,. 1$494 ,',`��."
;-�j,�.,,, �,,��p� WILLIAM A.BECKLIN,P.E.
DATE: utvE 23,2015 LIC. N0. 18494
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�/ MJP Associates,ltd.
4362 Oal�ede Lane
Wlrite BearLake,MN SS110
�� �� PH.651-426-7037
� FAX 651-426-6643
Structural Engineering Consultants w�n+-.mjp associates.com
Wednesday, June 17, 2015
Boulder Images,Inc.
14555 South Robert Trail, Suite 11
Rosemount, MN 55068
Attn: Todd Montreuil � � � � �
M'����I � Digitally signed by Michael J
Re: As-Built boulder retaining wall °'��°^
�-DN:cn=MichaeUPreston,o=M1P
360 3604 Saw ass Trail S, Ea an 1V11V ����ates,kd.ou,
MJP ASSOCIA ES Commission#�150601 PreStOt1 r„5��ke@mjµassodates.com,
Dare:2075.06.17 7 7 52:07-05'00'
Dear Todd:
On Tuesday, June 16,2015, I visited 3600/3604 Sawgrass Trail S, in Eagan,MN. The
visit was at your request for the purpose of visually evaluating the boulder retaining wall
at the rear of the properiy. A copy of our field report and photos are included for your
use.
Time: 1:00 pm Contacts: Yourself&Joe Miller
Comments:
1) The wall is at the rear of the property(see photos)
2) The maximum wall height is�6' high in 3 courses
3) Maximum boulder sizes in the tallest walls are approximately 2+' �+'
4) Minimum wall batter is approximately 15+degrees
5) Overall workmanship of the wall looks good
Conclusions:
1) Based on calculations using the above observations and normal assumptions for soil
properties for this type of wall in this type of location it is my opinion that this wall
should perform as it is intended to.
If you have further questions regarding this matter please call.
Sincerely,
I herby cerlify that ti�is plan, specification, or r�ort was
preparai by me or under my direct suparvision and that I am a
, duly Regis� Professional Engineer under the laws of the
state of Minn
MJP ASSOCIATES, ltd. �;, •
Michael J. Preston PE
Encl. Date• 06/17/15 Re{r,istrationNo• 20216
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