3521 Sawgrass Tr E
bt_ i j °a33 1 q,~1-7 D- L+ to
t• r p~ ~~1aL"®~° `~`7 Use BLUE or BLACK Ink
1I'p~'Jl3 ForofflceUse---------
Clt of Ea an j Permit#:3q
3830 Pilot Knob Road Permit Fee: 7 I
Eagan MN 55122 -7 ~~~~3 I
I
Phone: (651) 675-5675 Date Received: ( I
Fax: (651) 675-5694 I I
I Staff:
a 3
- - - - - - - - - - - - - - - J
2013 RESIDENT AL BUILDING P _
/ ERMIT APP ICAT ON
Date: Site Address:
S Unit
Name: Le v t ~
Re s ide ntl Phone: q52 -2W -
Owner Address /City /Zip: 5U;1- Ply
~A 15y
ut~
Applicant is: -Own r// Contractor
Type of Work Description of work: IV~IliJ OVi'1~ % 'r y-cC t!OVI
Construction Cost: Multi-Family Building: (Yes / No )
Company: L e-vi ✓l Q r Contact:
Contractor Address: &0 3&±AA. ~1, City: C( 6u
State: /V` Zip:q~ _ Phone: 2`l -
License V-1
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, date and address of master plan:
Licensed Plumber: (D, Y1 Mzckay►ten) Phone: 95 w
Mechanical Contractor: Phone: ~51 / Sewer & Water Contractor: 1~ r/~~
:C0 ~if~phone: - 2`t ( o - r3'71
NOTE: Plans and supporting documents thaf;you submitare Cons/dered to be public information. Portions of
the information may be classified as non-publicifyoti prpvlde specific reasons that would permit the City to
concl de that tF e v 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.go)herstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that 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 to Building Code must be completed within 180
days o 11, ermit Issuance , J j
x x'
Applicant's Pri ted Name Applicant's Sig ature
Page 1 of 3
350/ FK e.
DO NOT WRITE BELOW THIS LINE
SUB TYPES
~ Foundation
_ Fireplace _ Porch (3-Season) _ Storm Damage
- Single Family - Garage Porch (4-Season)
_ Multi - Exterior Alteration (Single Family)
_ Deck _ Porch (Screen/Gazebo/Pergola) - Exterior Alteration (Multi)
01 of *lex - Lower Level Pool -
- Accessory Building - -Miscellaneous
WORK TYPES
New - Interior Improvement
Addition _ Siding -Demolish 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 7 Occupancy
Plan Review MCES System
Code Edition , SAC Units
(25%_ 100%-) Zoning ,OY1
Census Code --t-s.`-- City Water
Stories Booster Pump
# of Units Square Feet D
# of Buildings - 1---- Length I PRV
Fire Sprinklers
Type of Construction Width# t
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final / C.O. Required
Footings (Addition) Final / No C.O. Required
~C Foundation HVAC Gas Service Test Gas Line Air Test
Drain Tile Other:
Roof: -Ice & Water -Final Pool: -Footings Air/G Tests ____Final
Framing
Siding: Stucco Lath 2ea ne at ____Brick
Fireplace: Rough In Air Test [Final Windows
In
sulation T Retaining Wall: _ Footings _ Backfill Final
Sheathing -V
Sheetrock Radon Control
4- Erosion Control
Reviewed By: , Building Inspector
RESIDENTIAL FEES+
Base Fee t"- X 1 v t
Surcharge
Plan Review 17~ ` ro X 7-~ t /7 r
MCES SAC ( o y Q a
City SAC Y11 r-y~ / '371
Utility Connection Charge 011-j 95%73 / l
S&W Permit & Surcharge 'Sr`i" j,
Treatment Plant v~ 0 7
Copies' +
TOTAL f All
Page 2 of 3
39
New Construction Energy Code Compliance Certificate
Per IN 1101.9 Building Certificate. A building certificate shall be posted in a pennsnently visible location inside rote Certificate Posted
the building. The certifcale sitall be completed by the builder and sholl list btfonnation and values of
components listed in Table N 1101.5.
Willing Address orthe Dwelling or Dwelling Unit City ,
3521 SAWGRASS TRAIL EAST EAGAN
Name of Residential Contractor aiN License Number
THERMAL ENVELOPE RADON SYSTEM
Type: Check All That Apply X Passive (No Fan }
o u
°
T Active (Wilk fan arid manometer ar-
m
h n other A)s1ein monitoring. device
03
Q ° - v n° d
• 3 o
U oy °
a ~ f0 fA ~ U ~ ~ /
U o
Insulation Location o X 2 1! ti
C b b
a g v 4 to
z it >5 a DO ba Other Please Describe Here
Below Entire Slab X'
Foundation WAIT 10 INTERIOR
Perimeter of Slab on Grade X
Rim Joist (Foundation) 10 INTERIOR
Rim Joist (1st Floor) 10 INTERIOR
Wall 21
Ceiling, nit 44 .
Ceilin , vaulted 44
BRy Wi tdoEVS or cantilevered areas 38.21f.101 5
Bonus room over garage X
beseribe 6therInsulated areas
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Avers a U-Factor (excludes skyii hts and one door) U: 0.28 Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC): 0.29 X R-value R-8
MECHANICAL SYSTEMS Make-up Air Select a 7)rpe
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' ML193UH070XP24B GPVH50N 13ACX-024-230 r Desctbe:
Input in Capacity in Output in Other, describe: 50 Rating or Size BTUS: 86,000 Gallons: Tons: 2
Heat Lass: 46,836 Heat Gail 15,826 Location of duct or system:
Structure's Calculated
AFUE or SEER: 13
HSPF°o 93
Calculated 18,560
Efnclencv ><cooling load: Cfm's
PLAN KINGSTON "round duct OR
Mechanical Ventilation System metaI duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech. code
Select Type X Passive
Heat Recover Ventilator (HRV) Capacity in cfins: Low: Hi h: Other, describe:
Energy Recover Ventilator (ERV) Capacity in efms: Low: High: location of duct or system:
X Continuous exhausting fan(s) rated capacity in elms: 80 Mechanical Room
Location of fan(s), describe: Owners bath Cfin's
Capacity continuous ventilation rate in cfins: 60 6" Insulated Flex
Total ventilation (intermittent+continuous) late in cfins: 435 " metal duct
Created by BAM version 052009
PLAN REVIEW FOR COMPLIANCE IT I C FT IS ORDINANCE
Compliance with Procedures to Ensure
Submitter: Noise Impact Area Adequate Noise Attenuation:
Lennar Airport - MSP International Exterior wall construction:
16305 36th Ave. No. Noise Zone - 4 LP Smart Board
Suite 600 15/32" sheathing
Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap
952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C.
R-21 baft insulation with 1/2" gypsum board
Roof Construction:
Plan Reviewed: /lpaa Aa ~rzvcsxs~cc ~q~t A3~irfeWT Peaked roof with manufactured trusses 24" O.C.
Roof vents
35011 3A1jae)"s 7A>i9sL.. 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:A with butyl-based caulk
600 to d/d
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): o~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 CityAlIMPINOMwebsite and at City Hall. The completed farm must be submit-
ted in.duplicate at the ime of applicetion.of a mechanical permit for new construction. Additional forms may be downloaded and printed at:
Site address
Date
Contractor C n 7 7c)/
Completed
C'j
Section A
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
Number of bedrooms a Continuous ventilation 6_8
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 N3104.2
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 120/60 135/68 150/75 165/83 180/90 195/98` .
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103_
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108.
5501-6000 150/75 165/83 180/90 195/98 210/105 225/113.
Equation 11-1
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (dm)
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.
GISAFETYUMVent-makeup-comb air submittal (2).docx Page I of 6
Section B
Ventilation Method
Choose either balanced or exhaust only)
Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only
ery Ventilator) -cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm
lation ratio by more than 100%.
Low cfm: Nigh cfm: Continuous fan rating in cfm (capacity must not exceed
continuous ventilation ratio by more than 100%) C,f^jy,
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 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
Directions -The ventilation fan schedule should describe what the fan Is for, the location, cfm, and whether it is used for continuous
or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low m air rating
and less than 10095 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
(Oescrlbe o erasion and control of the continuous and intermittent ventilation)
c✓ r C
Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If
exhoust 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. !f 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 50L3.1)
Powered (determined from calculations from Table 501.3.1)
Interlocked with exhaust device (determined from calculation from Table 501.3.1)
Other, describe:
Location of duct or system ventilation make-up air: Determined from make-up air opening table
Cfm size and type (round, rectangular, flex or rigid)
(NR means not required)
Page 2 of 6
Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A
will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column.
For existing dwellings, see IMC501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-
quired far ventilation, If the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type
(round, rectangular, flexor rigid) to the last line of section D. The make-up air supply must be installed per iMC 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 KAIR method for calculations
One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical-
vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil
pliances or no combus• power vent or direct vent one solid fuel appliance appliances or solid fuel
tion appliances appliances appliances
Column C Column D
Column A Column 0
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
x 1b] . SCE
2. Exhaust Capacity
a) continuous exhaust-only ventilation
system, (cfm); (not applicable to ba-
lanced ventilation systems such as
HRV)
b) clothes dryer (cfm) 135 135 135 135
c) 80% of largest exhaust rating (cfm); , a x 37
Kitchen hood typically
(not applicable If recirculating system
or if powered makeup air Is electrically C;? 7r-)
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); 1113s--
[2a + 2b +2c + 2d
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above) 3S_
b) estimated ated house Infiltration (from
-above)
Makeup Air Quantity (cfm);
[3a--3b] A__
(if value is negative, no makeup air is sCrR
needed)
4. For makeup Air Opening Sizing, refer 11114
to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent
and direct vent appliances may be used.)
B.- - Use this column If there Is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in-
cluded.)
C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or all appliances using a common vent or if there are atmospherically vented gas or oil
appliances and solid fuel appliances.
Page 3 of 6
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
One or multiple power One or multiple fan- One atmospherically Multiple atmospherically
vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct dl-
pliances, or no combus• power vent or direct pliance or one solid fuel pliances or solid fuel ameter
ton appliances vent appliances appliance appliances
Column A Column B 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/motarized damper
Passive opening 420-539 259-332 180-230 111-142 10
w/motorized damper
Passive opening 540 -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 remaining length of straight duct allowable.
B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted.
C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Sections F
Combustion air
Not required per mechanical code (No atmospheric or power vented appliances)
x Passive (see IFGC Appendix E, Worksheet E-1) Size and type N
Other, describe:
Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. if o power vented
or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus-
tion air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
Page 4 of 6
i
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.
F Appendix E, Worksheet E-1
ential Combustion Air Calculation Method
urnace, Boiler, and/or Water Heater in the Same space)
: Complete vented combustion appliance information.
Fumace/Boller:
_ Draft Hood _ Fan Assisted k Direct Vent
Input: _8tu/hr
or Power Vent
Water Heater.
Draft Hood Fan Assisted _ Direct Vent Input: n 060 Btu/hr
or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances.
The CAS Includes all spaces connected to one another by code compliant openings. j~ ? l L
CAS volume: ft3
Step 3: Determine Air [flanges per Hour (ACH)1 L x W x H L W H
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 VENTAPPLIANCES)
4a. Standard Method
Total Btu/hr input of all combustion appliances
Use Standard Method column in Table E-1 to find Total Required ITRVt Btu/hr
Volume (TRV) ft3
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 VENTAPPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: fUf~ Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3, 7rc" ft3
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: ft3
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA t RVNDA TRV =
+ - = 3, 7 Y59 _ TRV ft'
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) Is less than TRV then o to STEP S.
Step S: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b)
Ratio = Q 2 /37-s-6
=
Step 6: Calculate Reduction Factor (RF).
RF =1 minus Ratio
Step 7: Calculate single outdoor opening as if all combustion air is from outside. =1- 7
Total Btu/hr input of all Combustion Appliances in the same CAS
(EXCEPT DIRECT VENT) Input: 5c.),,
cu Btu/hr
Combustion Air Opening Area (CAOA):
Total Btu/hr divided;.. 3000 Btu/hr per inZ
CAOA = Se? &3d / 3000 Btu/hr per in= _ (m , (n in3
Step 8: Calculate Mlnlmum CAOA.
Minimum CAQA = CAQA multi lied by RF Mlnlmum CAOA = I t4.(0-1 x , S-7 if. G?
Step 9: Calculate Combustion Air Opening Diameter (CAOD) in
CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA = 3. 3 J
go u one inch in size If using flex duct in. diameter
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section
6304.
Page 5 of 6
Project Summary Job: KINGSFIELD TWIN
- - wrightso-, Date: July 12, 2013
Entire House By: Scott M
ELANDER MECHANICAL INCORPORATED
591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-4454692 Fax: 952-445-7487 Email: SALES@ELANDERMECHANICAL.COM
Project Information
For:
Notes:
r - s Information
Weather: Minneapolis-St Paul Int'IArp, MN, US
Winter Design Conditions Summer Design Conditions
Outside db -15 OF Outside db 88 OF
Inside db 70 OF Inside db 75 OF
Design TD 85 OF Design TD 13 OF
Daily range M
Relative humidity 50 %
Moisture difference 31 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 33386 Btuh Structure 15570 Btuh
Ducts 844 Btuh Ducts 387 Btuh
Central vent (78 cfm) 7110 Btuh Central vent (78 cfm) 1079 Btuh
Humidification 5495 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 46836 Btuh Use manufacturer's data n
Rate/swingg multiplier
Infiltration Equipmenfsensible load 15826 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 1 (Tight) Structure 1070 Btuh
Ducts 46 Btuh
Heating Cooling Central vent (78 cfm) 1618 Btuh
Area (ft') 3340 3340 Equipment latent load 2733 Btuh
Volume (ft') 15678 15678
Air changes/hour 0.10 0.05 Equipment total load 18 uh
Equiv. AVF (cfm) 26 13 Req. total capacity at 0.70 SHR 1.9 it, n
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX SERIES - RFC
Model ML193UH070XP24B-* Cond 13ACX-024-230*15
AHRI ref 4792132 Coil C33-25*++TDR
AHRI ref 4633724
Efficiency 93 AFUE Efficiency 11.0 EER, 1
Heating input 66000 MBtuh Sensible cooling 1624 tuh
Heating output 62000 Btuh Latent cooling 0 Btuh
Temperature rise 75 OF Total cooling 23200 Btuh
Actual air flow 773 cfm Actual air flow 773 cfm
Air flow factor 0.023 cfm/Btuh Air flow factor 0.048 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.86
Bold/iWfic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-Jul-19 09:26:31
wrightsoft' Right-SutteO universal 2012 12.1.06 RSU13410 Page 1
,JM -AtopWeat Losses 20131Lennar Kingston Eagan.rup Cate = MJ8 Front Door faces: N
i
Component Constructions Job: KI"GSFIELDTWIN
Wrightsoft9 Date: July 12, 2013
Entire House By: Scott M
ELANDER MECHANICAL INCORPORATED
591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-4454692 Fax 952.445-7487 EmaB: SALESCELANDERMECHANICAL.COM
Project Information
For:
Design Conditions
Location: Indoor: Heating Cooling
Minneapolis-St Paul Int'I Arp, 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 31.3
Dry bulb (°F) -15 88 Infiltration:
Daily range (°F) - 18 (M) Method Simplified
Wet bulb (°F - 72 Construction quality Ti ht
Wind speed (mph) 15,0 7.5 Fireplaces 1 ?Tight)
Construction descriptions Or Area Ll-value Insui R Htg HTM Loss Clg HTM Gain
re Btuhlfl'= F ff - F/Btuh BtuhA2 Bbh atuhAt' Btuh
Walls
12F-Osw: Frm wall, vni ext, r-21 cav ins, 1/2" gypsum board int ne 607 0.065 21.0 5.52 3355 0.93 562
fnsh, 2"x6" wood frm se 282 0.065 21.0 5.52 1557 0.93 261
sw 509 0.065 21.0 5.52 2813 0.93 472
nw 261 0.065 21.0 5.52 1442 0.93 242
all 1659 0.065 21.0 5.52 9166 0.93 1537
15B-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, ne 480 0.050 10.0 4.25 2040 0 0
r-10 ins, 8" thk se 304 0.050 10.0 4.25 1292 0 0
sw 480 0.050 10.0 4.25 2040 0 0
nw 294 0.050 10.0 4.16 1224 0 0
all 1558 0.050 10.0 4.23 6596 0 0
Partitions
(none)
Windows
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated ne 41 0.270 0 23.0 936 23.3 953
(SHGC=0.33)
Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated se 41 0.280 0 23.8 976 27.3 1121
(SHGC=0.29) sw 119 0.280 0 23.8 2820 27.3 3239
nw 81 0.280 0 23.8 1928 21.1 1707
nw 10 0.280 0 23.8 229 21.1 203
all 250 0.280 0 23.8 5953 25.1 6269
Doors
11JO: Door, mtl fbrgi type se 19 0.600 6.3 51.0 983 15.3 294
sw 20 0.600 6.3 51.0 1040 15.3 312
all 40 0.600 6.3 51.0 2023 15.3 606
Ceilings
16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1742 0.022 44.0 1.87 3258 0.86 1493
5/8" gypsum board int fnsh
2013-Jul-19 09:26:31
wrightsoft` Right-Suite® Universal 2012 12.1.06 RSU13410 Page 1
.4CCP....ktop%Heat Losses 20131Lennar Kingston Eagan.rup Calc = MJ8 Front Door faces: N
i
Floors
20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 144 0.030 38.0 2.55 387 0.27 39
cav ins, amb ovr
21A-32t:.Bg floor, light dry soil, 8' depth 1598 0.020 0 1.70 2717 0 0
I
i
2013-Jul-19 09:26:31
* wrightSOW Right-Suite® Unlversal 2012 12.1.06 RSU13410 Page 2
ACCA AtopkHeat Losses 2013U.ennar Kingston Eagan.rup Calc = MJ8 Front Door faces: N
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL: 4wWayxy► V' &.4
DATE OF SURVEY: &111113
LATEST REVISION:
d
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o z a DOCUMENT STANDARDS
0 0 • Registered Land Surveyor signature and company
❑ ❑ • Building Permit Applicant
0 0 • Legal description
J2' 0 ❑ • Address
'z 0 ❑ • North arrow and scale
❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
❑ ❑ • Directional drainage arrows with slope/gradient %
❑ 0 • Proposed/existing sewer and water services & invert elevation
❑ ❑ • Street name
❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.)
0 0 • Lot Square Footage
❑ ❑ • Lot Coverage
ELEVATIONS
Existing
pr ❑ ❑ • Property corners
0 0 • Top of curb at the driveway and property line extensions
0 ❑ . Elevations of any existing adjacent homes
❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches
❑ / ❑ . Waterways (pond, stream, etc.)
Proposed
fd' ❑ 0 • Garage floor
❑ 0 • Basement floor
❑ 0 • Lowest exposed elevation (walkout/window)
❑ 0 • Property corners
0 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ ,1 0 • Easement line
❑ ❑ • NWL
❑ 0 • HWL
0 fd' 0 • Pond # designation
0 0 • Emergency Overflow Elevation
❑ 0 • Pond/Wetland buffer delineation
Y . Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
0 0 • Lot lines/Bearings & dimensions
/Z ❑ ❑ • Right-of-way and street width (to back of curb)
~Z ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
❑ 0 • Show all easements of record and any City utilities within those easements
❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures
0 0 • Retaining wall requirements:
Reviewed By: Date L2
G:/FORMS/Building Permit Application Rev. 11-26-04
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1J6-13-13 aStake ddress Certificate of Survey for:
P18NEERengineering 2)6_I9_IS aalless
Lennar Corporation
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
Ph.: (651) 681-1914 16305 36th Ave N Ste #600
2422 Enterprise Drive Fax: (651) 681-9488 project # : 112207005 Plymouth, MN 55446-4270
Mendota Heights, MN 55120 www.pioneereng.com Folder#: 7,386 Drawn by: kks Phone: (952) 249-3000 / Fax: (952) 404-1909
0 ')MR PinnPPr Pncr;-erino
,February 21, 2014
Lennar Corporation
16305 36th Ave N, Suite 600
Plymouth, MN 55446
Attn: Rodney Chwialkowski
TcrAni-14-117-339
1 hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that 1 am a duly licensed professional engineer
under the laws of the Stat;4 ofa.
Nick Hanson
Date: 2-21-14
Minnesota Registration No. 46665
Subject: Foundation Wall Assessment
3519/3521 Sawgrass Trail, Eagan, MN
Hanson Group Project: 4.041
To Whom It May Concern:
The purpose of this letter is to report the findings of a structural engineering review of the
existing condition of the interior shared house foundation wall at the above address.
ASSIGNMENT
The Hanson Group has been retained to provide a structural engineering review of the existing
cracked condition of the shared foundation wall toward the front of the structure at 3519m521
Sawgrass Trail in Eagan, MN, as directed by Rodney Chwialkowski of Lennar Corporation.
BACKGROUND
The above referenced home is currently under construction. Cracking toward the front of the
shared house foundation wall between the two residences was noticed by the Builder who is
requesting that an independent structural engineer assess the condition of this area and
comment on the foundation wall.
DESCRIPTION
The residence is a multi -family house with a two-story wood framed structure with a full height
basement. The foundation walls are concrete cast -in-place with a concrete slab -on -grade floor in
the lower level.
Lennar Corporation
Hanson Group Project: 4.041
February 21, 2014
Page 2
OBSERVATION AND COMMENTS
1. The following information was obtained through a site visit on February 19th, 2014 by
Nick Hanson, PE of The Hanson Group:
a. The site visit included visual observation of a very limited portion of the exposed
foundation wall around at the interior exposed areas between the units of the
multi -family residence. At the time of the observations, heat had been introduced
in the lower level foundation; however the main level was unheated.
b. The foundation wall in question is 14" thick concrete cast -in-place at the shared
units and is approximately 8'-4" tall with a future concrete slab -on -grade
basement floor that has not yet been installed.
c. The 14" cast -in-place concrete foundation walls are reportedly reinforced with (2)
rows of #4 horizontal bars (at the top and bottom). The engineering specifications
used by the concrete contractor were submitted to the City for review and
reference prior to the foundation being poured.
d. The foundation wall in question supports the Til floor joists of the main level
above.
e. The crack occurred approximately 16'-0" from the front wall and could be seen
from both units in the lower levels. The foundation wall at this cracked location
was measured with a 48" level and found to be approximately plumb (1/8" +-)
across the level as determined on each side of the interior cracked wall.
f. The crack was approximately %" wide with minor spalling of materials. The crack
was relatively vertical with approximately 6"-9" of horizontal variation from top to
bottom.
g. There was no distinctive or measurable offset of the crack from one side to the
other.
h. The footing was measured to have approximately 5'A" of projection on each side
of the concrete wall. There was a'/." crack through the footing approximately 16"
from the foundation wall crack toward the front of the structure.
i. The footing appeared to be relatively level across the crack with no distinctive
• offset that could be measured by a 48" hand level.
j. The grade is relatively level around the perimeter and was held approximately 6"-
8"down from the top of the full height foundation wall.
k. Grade is reportedly a sandy -clay material (Group II) and suitable for bearing and
backfill. The soils within this area visually appeared to be consistent with a Sandy -
Clay classification based on the soils exposed.
1. No water intrusion was noted or reported at the crack in question. No movement
of the framing materials above was noted or reported during the construction and
after the wall was in place.
2. The following information is noted in regard to the above observed conditions:
Lennar Corporation
Hanson Group Project: 4.041
February 21, 2014
Page 3
a. A foundation wall of this nature is intended to primarily support vertical Toads
with little horizontal loading requirements and no lateral soil pressures.
b. Based on the above reported information, the foundation wall in question likely
resulted from frost heave at the footing location due to a lack of heat present to
prevent frost. The introduction of heat reportedly brought the crack back closer
to the original condition. The frost protection measures of the Code require that
the interior of the basement be a heated structure. The interior should continue
to have heat present throughout the life of the structure to prevent future frost
heave.
c. The movement that appeared to occur should not dramatically inhibit the ability
of the foundation wall to perform its necessary functions. The crack appears
minor in nature and the current state of this structural element appears in
acceptable condition as the intended load paths have not been permanently
altered to resist the required loads. Due to the fact that the wall is early in the life
of the structure and the crack does lack some continuity however, and epoxy
injection is therefore recommended to regain structural stability and strengthen
the wall.
d. The orientation of the crack indicates that it is suitable for epoxy injection as a
method to re-establish continuity. No substances (water, sealants, paint, etc.)
were noted on the wall that would inhibit a suitable epoxy -to -concrete bond
provided standard manufacturer recommended practices to be completely
followed.
e. The crack within the strip footing will not dramatically inhibit the ability of the
footing to perform its necessary functions. The concrete foundation wall has the
ability to span over this area and does not require any further repair or corrective
action.
f. All waterproofing measures are not discussed in this document as they are non-
structural and outside our expertise. All waterproofing issues and measures are to
be the responsibility of the contractor.
PROFESSIONAL OPINION
3. It is our professional engineering opinion that the existing interior/shared foundation wall
near the front of the multi -family residence noted appears to be suitable for epoxy
injection as a structural repair. The means and methods of the epoxy injection are out of
the scope of this report, and all manufacturers' recommendations are to be closely
followed for the product to fully re-establish the structural continuity sufficiently.
GENERAL
4. The observations and opinions expressed in this report are based on our professional
engineering judgment and professional practice, as well as limited visual observations of
exposed materials only. No testing or removal of materials was performed to determine
physical condition and state of structural foundation components, nor compliance with
Lennar Corporation
Hanson Group Project: 4.041
February 21, 2014
Page 4
the present Building Code. Contact The Hanson Group should evidence contrary to the
above observations and findings noted be found during construction.
5. No other engineering was performed or requested for this project. This document
pertains to the general assessment of the exposed crack at the existing residence located
above only. All waterproofing and verification, as well as means and methods of
application, are the responsibility of the owner and/or contractor.
6. All work shall be done in accordance with this document, standard industry practice, and
the requirements of the Code.
7. These conclusions are based on preliminary and limited examination and analysis
described above. We reserve the right to supplement and/or amend these findings
and/or opinions should new information become available. Concealed discrepancies
and/or defects limit the accuracy and scope of this report. No warranty, either expressed
or implied, for any portion of the structure is given.
If you have any questions, please contact us.
Sincerely,
The Hanlon Group
Nick Hanson, PE
Photo 1: Foundation Wall Crack
. ,
Clty of���a�
Address: 3521 Sawgrass Tr E Zip: 55122 Permit#: 112339
The following items were/were not completed at the Final Inspection on: �..� IAn�C. �1 �~ ZO l t
�
Cvr�t;ptete ; 1n±�c�mpl+�te �orrirhe��
Final grade - 6" from siding �
Permanent steps —Garage �
Permanent steps— Main Entry !\,
Permanent Driveway ,/�
Permanent Gas X
Retaining Wall or 3:1 Max Slope ry ��
Sod / ee awn
Trail / Curb D�mage r
Porch �
Lower Level Finish �
Deck �
Fireplace � �,
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
� Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector: � Y K �{ h��� �h
,
G:\Building Inspections\FORMS\Checklists
