3983 Cedar Grove Lane
p 61 1iiggl 81145®it
Use BLUE or BLACK Ink
J
For Office Use
3 g5.91 q 1
City of EaVn Permit
,I
3830 Pilot Knob Road Permit Fee:
Eagan MN 55122 f Date Received:
Phone: (651) 675-5675
I
Fax: (651) 675-5694 G 1 Staff: _ I
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: ~l Site Address: -3 W Cedt r V roet La A e Unit
Resident/ Name:- k Le V~ V Phone: 2 -M
Owner Address / City / Zip: ooJU-I~'2 P6 " IVA
Applicant is: OwnerContractor l ( ~ 'S ~ .C
Type of Work Description of work: 0MAC y' LA-C-t)0 ik
Construction Cost, 4111000 Multi-Family Building: (Yes / No )
Company: 11 `e-yi ✓l a r Contact:
Contractor Address: 16305 3V M. ~wrt~ l0~ City: C(Vnki
State: A t A] Zip: ~6 `f & Phone: '2-q4- '
License 1 H kl~ Lead Certificate
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
- ii, _4
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: 3 yecl Cacx f' Crwe Loi,4
Licensed Plumber: E-' ( avi A er Qe kavi i cc I Phone: 952 -~I
Mechanical Contractor: Phone: 'r /rye
Sewer & Water Contractor: '5 ~d Oaf~eephone:~Q" `t
NOTE: Plans and supporting documents that you submit are considered to be public information. Portlons of
I
the information may be classified as non-public if you provide specific reasons that would permit the City to
l_ _ _ conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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 State Buil ng Codo must be completed within 180
days of permit Issuance.
x AV O~ 4Sdk x
Applicant's Printed Name Applicant' gnature
Page 1 of 3
NOT WRITE BELOW THIS LINE
DO I
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 I 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 *Demolition of entire building - give PCA handout to applicant
DESCRIPTION
Valuation oC0.1^~a0 Occupancy G - MCES System
Plan Revie Code Edition ~ SAC Units 1
o io
(25 /0 100 /0-) Zoning Ad City Water Ivy
Census Code Stories 2_ Booster Pump
# of Units j Square Feet //4;L PRV
# of Buildings Length 3G Fire Sprinklers
Type of Construction _ Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final / C.O. Required
Footings (Addition) Final / No C.O. Required
Foundation HVAC _ Gas Service Test Gas Line Air Test
Drain Tile Other:
Roof: jEIce mater Final Pool: Footings Air/Gas Tests -Final
Framing Siding: -Stucco Lath Stone Lath -Brick
Fireplace: Rough In 44ir Test Final Windows
Insulation Retaining Wall: _ Footings _ Backfill _ Final
Sheathing Radon Control
Sheetrock Erosion Control
Reviewed By: Building Inspector
RESIDENTIAL FE
Base Fee .G T
Surcharge
Plan Review ~
MCES SAC 9 44fA
/
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
RECEIVED
New Construction Energy Code Compliance Certificate JUL 15 7013
Per N 1 [01.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted f / ~j Lf
the building. The certificate shall be completed by the builder and shall list information and values of /I ! t
cotuponents listed in Table N1101.8.
Mailing Address of the Dwelling or Dwelling Unit city
3983 CEDAR GROVE LANE EAGAN
,Name of Residential Contractor MN License Number
THERMAL ENVELOPE RADON SYSTEM
Type: Check All That Apply X Passive (No Fan)
o
r+ r
Active (With fau and rrioxonreter or
e,
F• ~ othersystern.~rrouitotlrigdevlce.)..:,;:,.
ti p 6
Y
a ~ m ~ ~ CJ `o ti c
U
~ O v ti O N
Insulation Location ? z A U i`
0
.2 Ell
E°-
z iA ri w° ix Other Please Describe Here
Below Entire Slab X'
Foundation Wall ~ri`1 t✓A'L L y TQM~i~
Perimeter of slab on Grade 10 INTERIOR -
Rim Joist (Foundation) X
Rem Joist (t; Floor+) 10 INTERIOR
Wall 21
Cethiig; Tat 44
Ceiling, vaulted X
Bay: Windows or. cantilevered areas X.
Bonus room over garage 1381
Descrilieothcr'insulatedsireas PARTY.WALL,R-11
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): 0,26 r-8 R-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 Electric` Electric Passive
Manufacturer Lennox AO Smith Lennox Powered
Interlocked with exhaust device.
Model: ML193UH045XP24B GPVH50N 13ACX-018-230: Describe:
Input in 44,000 Capacity in iu Output in Is Other, describe:
Rating or Size STUS: Gall s: Tons: '
Heat Loss: Heat Gain: Location of duct ot• system:
Structure's Calculated 37,100 14,372
AFUE or SEER: 13
HSPF% 93
Calculated 17,154
EfftciencY coalin load: Cfin's
PLAN CMS Jefferson " round duct OR
Mechanical Ventilation System " metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a ape
source heat pump with gas back-up furnace): X Not required per mech. code
Select Type Passive
Ventilator (HRV) Capacity in cfins: Low: High: Other, describe:
"eat'
y Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system:
nuous exhausting fan(s) rated capacity in cfins: I fan continous low 50cfin Mechanical Room
Location of fan(s), describe: Owners bath, Main Bath Cfin's
Capacity continuous ventilation rate in cfins: 50 Insulated Flex
Total ventilation (intermittent+ continuous) rate in cfins: 185 " metal duct
Created by BAM version 052009
Ventilation, (Makeup and Combustion Air Calculations
Submittal Forma For New Dwellings
These blank submittal forms and instructions are avallable at the C.ItyAKEMANOM 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 2 Date
Contractor Completed
BY f.
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet (Conditioned area including 1911 /1D6
Basement-finished or unfinished) Total required ventilation
Numberof bedrooms Continuous ventilation
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.; 85/43 100/5 115/58130/65 145/73
2001-2500 80/40. 95/4.8. 11 55; 125/63 140/70 155/78
2501-3000 90/45 1.05/53:. 120/60. 135/68. 150%75 165/83
3001-3500 100%50 115/58 130%65 145/73: 160180 175%88.
3501-4000 110[55. 125/63 140/70 155/78 170/85 185/93
4001-4500 120%60 135/681' 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%85 185/93 200/100 215/109
5501 6000 15.0/75:.:. 165/83 180%90. 195/98 210/105 225/113.
Equation 11-1
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)) = Total ventilation rate (cfm)
Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,
for. each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila-
tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor
air intake, or both, far 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:ISAFETYWK\Vent-makeup-comb air submittal (2).docx Page 1 of 6
Section B
Y=
Ventilation Method
(Choose either balanced or exhaust only)
Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov. 14 Exhaust only
ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm
lation rating b more than 100%.
Low cfm: High cfm: Continuous fan rating In cfm (capacity must not exceed
continuous ventilatlon rating by more than 100%) ~vC
Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's.
Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and
less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)
Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan Schedule
Description Location Continuous Intermittent
ad-' 50
- odd Y ~ C7
M-, c-L
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 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 operation and control of the continuous and intermitt ventilation)
Y
Directions -Describe the operation of the ventilation system. There should be adequate detoll for plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate detall for placement of controls and proper operation of the building ventilation. If
exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be
installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as
detailed in the manufactures' 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) ZI /_Y
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 1MC 501.3.3. 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 iMC501.3.2.3.
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 B
1. '
a) pressure factor 0.15 0.09 0.06 0.03
..(cfm/sf)
b) conditioned floor area (sf) (including % f} r l
unfinished basements) J
Estimated House Infiltration (cfm): [1a'- "
x.1b
2. Fxhau5t 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);
Kitchen hood typically.
(not applicable If
recirculating
system.
or if powered makeup air is electrically
Interlocked and match fo exhaust)
d) 81)% 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,Bhaust Capacity (cfm
[2a + 2b +2c + 2d) / d
3; Makeup Air quantity (cfm)
a) total exhaust capacity (from above) /,OS
b) estimated house infiltration (from
above) ~ 0 7
Makeup Air Quantity (cfm);
[3a-3bj.
(if value is negative, no makeup air is 1*'
needed)
4. For makeup Air Opening Sizing, refer „t
to Table 501.4.2
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent
and direct vent appliances may be used.)
B.- - Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in-
cluded.)
C. Use this column if there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil
appliances and solid fuel appliances.
Page 3 of 6
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
One or multiple power One or multiple fan- One atmospherically Multiple atmospherically
vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di-
pilances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter
tionappliances vent appliances appliance appliances
Column A Column B Column C Column D
Passive opening 1-36 1-22 1-1s 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 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)
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 sire 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
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RECEIVED
Project Summar Job: Colonial Patriot Jeffers...
wrightsoft~ Y JUL 15 2013
Entire House pate: June 27, zoos
By:
Elander Mechanical inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax 952-445-7487
° • 0
For: 5 % 3 C.,9c✓ G-GI✓C Cc-t
Notes:
o
li - o ♦ M11. EMEN OEM
Weather: Minneapolis-St. Paul, MN, US
Winter Design Conditions Summer Design Conditions
Outside db -15 OF Outside db 88 OF
Inside db 70 OF Inside db 72 OF
Design TD 85 OF Design TD 16 OF
Daily range M
Relative humidity 50 %
Moisture difference 33 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 29620 Btuh Structure 12581 Btuh
Ducts 1208 Btuh Ducts 618 Btuh
Central vent (69 cfm) 6272 Btuh Central vent (69 cfm) 1173 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping
Equipment load 7100 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 14372 Btuh
Method Simplified
Construction quality Tight Latent Cooling Equipment Load Sizing
Fireplaces 1 (Tight) Structure 1173 Btuh
Ducts 117 Btuh
Heatin Cooling Central vent (69 cfm) 1492 Btuh
Area (ft2) 185 1852 Equipment latent load 2782 Btuh
Volume (W) 14816 14816
Air changes/hour 0.14 0.07 Equipment total load 17154 Btuh
Equiv. AVF (cfm) 35 17 Req. total capacity at 0.70 SHR on
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX Series - RFC
Model ML193UH045XP24B-* Cond 13ACX-018-230-*
AHRI ref 4792130 Coil C33-25*+TDR
AHRI ref 1031313
Efficiency 93AFUE Efficiency 11.9 EER, 13.5 SEER
Heating input 44000 MBtuh Sensible cooling 12950 Btuh
Heating output 41000 Btuh Latent cooling 5550 Btuh
Temperature rise 50 OF Total cooling 18500 Btuh
Actual air flow 768 cfm Actual air flow 617 cfm
Air flow factor 0.025 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.84
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-Jul-15 15:01:04
wrightsoft' Right-SulteO Universal 2012 12.1.06 RSU13410 Page 1
ACCA ...Heat Losses 2013tLennar Patriot Jefferson B.rup Cale = MA Front Door faces: N
RECEIVED
Component Constructions JUL 15 2013 Job: Colonial Patriot Jeffers...
Wrig'1~SO ~ Date: June 27, 2013
Entire House By:
Elander Mechanical Inc.
591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-4457487
~ • 0 6
For: 3 9 SA 3
Location: Indoor: Heating Cooling
Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 72
Elevation: 837 ft Design TD (°F) 85 16
Latitude: 45°N Relative humidity 50 50
Outdoor: Heating Cooling/ Moisture difference (gr/lb) 54.5 32.7
Dry bulb (°F) -15 88 Infiltration:
Daily range Wet bulb (F) F) - 19 (M } Method Simplified 71 Construction quality Tight
Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight)
Construction descriptions Or Area U-value Insul R Htg HTM Loss Ctg HTM Gain
r 810111=-F R? •FMtuh RO N Bfuh Stuh/fP Btuh
Walls
1213-0sw: Frm wall, vnl e , r-11 av ins, 1/2" gypsum board int n 416 0.097 11.0 8.24 3430 2.47 1027
fnsh, 2"x4" wood frm
12F-Osw: Frm wall, vnl e , r-21 av ins, 1/2" gypsum board int n 139 0.065 21.0 5.52 768 1.08 150
fnsh, 2'x6" wood frm a 398 0.065 21.0 5.52 2197 1.08 430
s 513 0.065 21.0 5.53 2833 1.08 555
w 422 0.065 21.0 5.53 2330 1.08 456
all 1471 0.065 21.0 5.52 8128 1.08 1592
Partitions
(none)
Windows
61A: VINYL Insulated Glass Double Hung; NFRC rated e 77 L~280 0 23.8 1841 28.7 2220
(SHGC=0.26) s 42 80 0 23.8 1004 16.5 697
w 74 0 23.8 1769 28.7 2134
all 194 0.280 0 23.8 4613 26.1 5051
Doors
11JO: Door, mtl fbrgl type n 21 0.600 6.3 51.0 1071 16.7 351
e 21 0.600 6.3 51.0 1071 16.7 351
s 21 0.600 6.3 51.0 1071 16.7 351
all 63 0.600 6.3 51.0 3213 16.7 1053
Ceilings
16CR-44ad: Attic ceiling, asphalt shingles roof m Cr44eilins, 1116 0.022 44.0 1.87 2087 0.91 1015
5/8" gypsum board int fnsh
Floors
20P-38c: Fir floor, frm fir, 12" thkns, carpet flr fns , r-5 ext ins, r-38 250 0.030 38.0 2.55 638 0.34 85
cav ins, gar ovr
20P-38v: Fir floor, frm flr, 12" thkns, vinyl fir fns , r-5 ext ins, r-38 130 0.030 38.0 2.55 332 0.34 44
cav ins, gar ovr
, tpm: Bg floor, heavy dry or light damp soil, on grade depth, 134 0.355 10.0 30.2 4043 0 0
r-10 ge ins
wrightsoftx Right-Suite® Universal 2012 12.1.06 RSU13410 2013-Jut-1515:01:04
Page 1
ACC{i ...Heat Losses 20131Lennar Patriot Jefferson B.rup Calc = MJ8 Front Door faces: N
MULTI-FAMILY
PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE
Compliance with Procedures to Ensure
Submitter: Noise Impact Area Adequate Noise Attenuation:
Lennar Airport - MSP International Exterior wall construction:
16305 36th Ave. No. Noise Zone- 4 Vinyl
Suite 600 15/32" sheathing
Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap
952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C.
R-21 batt insulation with 1/2" gypsum board
Roof Construction:
Plan. Reviewed: - Peaked roof with manufactured trusses 24" O.C.
_ Roof vents
~-N Shingles
Information Submitted: 15# felt
Annotated architectural drawings includin : 1/2" sheathing
Blown insulation R-44
Windows: Atrium 5/8" gypsum board
Swinging Patio Doors: Atrium
Entry Doors: Therma Tru Mechanical Ventilation System:
Skylights: N/A 2-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; t2 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 N/A
requirements;
Ventilation Duct Exterior Wall Penetrations:
Summa : All exterior ducts will have bends as required
by the ordinance
Other measures including duct bends and caulking are being
taken to ensure minimum transmission of noise through the Door and Window Construction:
exterior building shell so that the construction should meet Windows: Atrium (30 STC)
the compatibility guidelines.
Sliding Patio Doors: Atrium (30 STC)
Therefore, the materials and construction as proposed should
meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC)
Skylights: N/A
Review Completed (date):
Other Exterior Wall Penetrations:
Review Completed b : Tom Tamte sill sealer between plates and blocks
f
MEMORANDUM
I hereby certify that this plan, specification or report
To: Lennar Corporation was prepared by me or under my direct supervision
Re: Interior Common Wall Framing and that I am a duly licensed professional engineer
Nicols Ridge under the laws of the St a of nnesota.
Colonial Patriot-2 Unit I
3985-3983 Cedar Grove Lane Nick Hanson
Eagan, MN Date: 7-8-13
Project No. 3.117 Minnesota Registration No. 46665
The purpose of this memorandum is to report the findings of a limited scope structural engineering review
of a proposed shared common wall framing member sizes in the Nicols Ridge Development at the address
above. The Hanson Group has reviewed the proposed drawings and the following is noted:
1. Drawings provided by Lennar 06-11-13 dated show that the 2-unit configuration is comprised of the
Jefferson "A" and Jefferson "B" units.
2. According to the drawings the upper floor trusses span left to right with an interior bearing wall at
the shared garage-house wall and an interior beam line dividing the Great Room and the Dining
Room. The roof trusses span front to back with no interior bearing points and no bearing at the
shared-common wall between the units. The main floor structure is a concrete slab-on-grade floor.
3. The shared common wood framing walls are to be 2x4 studs at 16" maximum on-center spacing
bearing on the foundation wall between. The studs are to be Spuce-Pine-Fir stud grade or better for
the 8'-11/8" framing walls with a double 2x4 top plate fastened together at splice points and
corners in accordance with the Code. All sheathing and attachment of the materials is to be in
accordance with the Code. All inspections are reportedly being conducted by City officials.
After our review of the above information and associated documentation, it is our professional
engineering opinion that the proposed construction and wood framing members of 2x4 sawn studs at
16" maximum on-center spacing will be structurally acceptable.
This document applies to the limited scope partial review of the proposed shared common wall framing
member sizes only. All other aspects of the project are outside the scope of this document and no other
conditions, areas, or further engineering within the models were requested or reviewed. No site visit was
conducted or requested. The Builder shall verify that the provided drawings reflect the existing conditions.
All construction is to be in accordance with this document, standard industry practice, and the
requirements of the Code.
Sincerely,
The Hanson Group
Jeffrey Wheeler
From: Tom Tamte [Tom.Tamte@lennar.com]
Sent: Tuesday, July 09, 2013 1:40 PM
To: Jeffrey Wheeler
Cc: Matthew Remund; Mike Lind; 'Rodney Chwialkowski'
Subject: RE: 3983 & 3985 Cedar Grove Lane, permit application
Thank you Jeff for your reply.
Since this is the last building for Nichola's Ridge, am hoping we can handle this with email clarification to all.
Please assume, all headers not called o will be (2) 2x10✓
We will be using R-44 for ceilings, R-1 for party walls, and R-21 for exterior walls. Will pass this info on to our
mechanical partner to match their reports with this info.
Upon further review of our submitted plans, we do not show truss direction on Jefferson "B" elevation second floor an.k,-
These trusses will follow similar to the Jefferson "A", running front to back. Will update base plan for future.
We will be updating our base plans to show 2x4 framing at party walls, for all future submittals. Will follow up with the,/
letter from Hanson Group Engineering.
Please let me know if you need any thing else to keep this one moving. Thank you for your help with this project
1
RECEIVED
Jeffrey Wheeler JUL 16 2013
From: Tom Tamte [Tom.Tamte@lennar.coml
Sent: Tuesday, July 16, 2013 11:45 AM
To: Jeffrey Wheeler
Cc: Matthew Remund
Subject: Fw: 3983 & 3985 Cedar Grove Ln
Attachments: GARAGE DOOR HDR_7-16-2013.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Jeff:
Below is a calc on the garage door headers, per your request, from the engineer of record, Wenzel Engineering.
Per their comments, looks like we will bump the header size up to 14" depth for the Stonehaven CMS plans. Will be
submitting permit plans for the first (2)
buildings in the next week or so.
Just to confirm, we would like to Master Permit these, how many sets will you require for Master Review.
thank you, and please call or email with any questions.
LENIN AR
Tom Tamte
Product Development Mgr
Lennar Minnesota
tom. to mte Cal l e n n a r. co m
www.lennar.com
Office Phone: 952-249-3001
Cell Phone: 612-250-4021
16305 36th Avenue N, Ste 600
Plymouth, MN 55446-4270
Forwarded by Tom Tamte/wAYZATA/CENT/Lennar on 07/16/2013 11:40 AM
From: "Patty Cole" <pcole(awenzelengineerinq.com>
To: "Tom Tamte" <Tom.Tamte(a)lennar.com>
Date: 07/16/2013 10:31 AM
Subject: Re: 3983 & 3985 Cedar Grove Ln
Tom,
Upon looking into this, 1 realized that we only did braced wall engineering for these buildings. I-level or your lumber
supplier did the header design. That being said, we do show the header size of 3-11 7/8" LVL's on the drawing as part of
the Portal Frame over the garage door. The American Plywood Association has the standard detail that we use, that
shows a minimum of 3 1/2" wide X 11 1/2" deep header for the frame. We did not re-check the header sizes for the OH
door.
I AM able to get it to work and it meets code, but the deflection is slightly higher than I (and Lennar) normally prefer. I
would normally limit the Live Load (i.e. snow) deflection to L/360 (0.52" in this case). Code requires that we limit this
1
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
1k BUILDING PERMIT APPLICATION
PROPERTY LEGAL: S v Z } i'O~"
s ~ J
DATE OF SURVEY:
LATEST REVISION:
d
as
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o z a DOCUMENT STANDARDS
0 0 • Registered Land Surveyor signature and company
„g^ ❑ 0 • Building Permit Applicant
'~2' ❑ 0 • Legal description
0 0 • Address
❑ ❑ • North arrow and scale
❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
❑ ❑ • Directional drainage arrows with slope/gradient %
❑ ❑ Proposed/existing sewer and water services & invert elevation
fd' ❑ ❑ Street name
❑ ❑ Driveway (grade & width - in R/W and back of curb, 22' max.)
0 ,PJ 0 Lot Square Footage
❑ ❑ Lot Coverage
ELEVATIONS
Existing
0 'z 0 • Property corners
❑ 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
❑ ❑ • Garage floor
❑ 0 • Basement floor
'0' 0 0 • Lowest exposed elevation (walkout/window)
❑ /'E( ❑ • Property corners
0 ❑ • Front and rear of home at the foundation
PONDING AREA (if applicable)
❑ ❑ • Easement line
❑ 0 • NWL
❑ 0 • HWL
❑ ❑ • Pond # designation
❑ 0 • Emergency Overflow Elevation
❑ ❑ • Pond/Wetland buffer delineation
Y /t4 • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
❑ ❑ • Lot lines/Bearings & dimensions
p ❑ • 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)
0 ❑ • Show all easements of record and any City utilities within those easements
,P1 ❑ 0 • Setbacks of proposed structure and sid setback of adjacent existing structures
❑ ❑ • Retaining wall requirements:
Reviewed By: / /,,l Date
G:/FORMS/Building Permit Application Rev. 11-26-04
Surveyor s Certificate
SURVEY FOR : Lennar
DESCRIBED AS :Lots 1-2, Block 1, NICOLS RIDGE 5TH, City of Eagan, Dakota County,
Minnesota and reserving easements of record.
or etaining Wall WIN
So Required __j
:NAIL 824.3
Future 8 .8
Townhome' 2 .
r " O O
826. OQ 50
r
824.
r°~ 0822.4 0 O 827.0 $O ° u'
o 0
0 5.7
~Oi J~o 0 o O
X825.8 p6``7~ 0~ 'rn~i9cP
D p9m
826.8 `PO °~o3~p so 827.0
sr p G~
\ ~O 26. 'rn X90 p9m
O S
O X0 rns O 6.
\ Q X00 004 0 % . 000
825.6 60 0 top d' 8 7.1 1 ~o
pp. : \ \ ~~O c m y6~~ IL
0 27.26
< 1
\ ~ 826.8 827.9
1l`~
5
OO '0 0
\ 830.7 8
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INSTALL
o
PERIMETER G®NTRVL ; Existing
\ i Townhome
TOB=831.9
i
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EWEu d
EAGA.N ENG G DIP.,M DATE: DL `ILDING INS cCTIONS DIVISION
PROPOSED ELEVATIONS
BENCHMARK,
Top of Foundation = 827.5
Garage Floor = 827.1
Basement Floor = n/a
Aprox. Sewer Service = Verify
Proposed Elev. _ C MIN. SETBACK REQUIREMENTS
Existing Elev. _
Drainage Directions = Front - House Side -
Denotes Offset Stake = • Rear - Garage Side
SCALE: 1 inch = 30 feet
JOB NO:
I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION 13R-048
HEDLUND aF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE:
PLANNING ENGINEERING SURVEYING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS HOWN.
2005 Pin Oak Drive
Eagan, MN 55122 DATE 3 /25,/13 CAD FILE:
Phone: 405-6600 6 11 13 0 J R D. LINDGREN, LAND VEYOR
(651) DATE Nicols Ridge 4th
Fax: (651) 405-6606 NESOTA LICENSE NUMBER-14376
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA120065
Date Issued:01/14/2014
Permit Category:ePermit
Site Address: 3983 Cedar Grove Lane
Lot:2 Block: 1 Addition: Nicols Ridge 5th
PID:10-50904-01-020
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Softener
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Thomas Anthony
8201 Old Central Ave
Spring Lake Park, MN 55432
Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087
Surcharge-Fixed $5.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Us Home Corp
16305 36th Ave N
Minneapolis MN 55446
Water Doctors Water Treatment Company
8201 Old Central Ave, Suite F & G
Spring Lake Park MN 55432
(763) 535-1800
Applicant/Permitee: Signature Issued By: Signature