528 Aidan Cove 61. c l`1717O 9, O/6-9,O r Use BLUE or BLACK Ink
�,tT / jL 7 ) • Office Use
41,1/" 5100 1417/ ID
City of Eag,an V �l/ 73 41013 / Permit#: I/P 9
C� . f(g.•9 D Permit Fee: !/ 0
3830 Pilot Knob Road IA) ' / l//
Eagan MN 55122 `� . Date Received: _ l( '3blf-)
Phone: (651)675-5675 C `nom.
buildinginspectionsCa�cityofeagan.com Staff:
'J NOV 1
3 0 ZQ�I 7
_ J
2017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 11 .27.2017 site Address: 528 Eagan MN 55123 Unit#:
Name: /i C,�i_Y7 Phone:
Resident,
owner,,, Address/City/Zip:
.4 Applicant is: Owner Contractor r� r -e
Type o Work
Description of work: Residential New Construction
Construction Cost: 290,000 Multi-Family Building: (Yes /No X )
Company: Pulte Homes of MN Contact: Charles Ratts
�� tr
Address: 7500 Flying Cloud Drive #670 city. Eden Prairie
. State: MN Zip: 55344 Phone: 612.790.2892 Email: charles.ratts@pultegroup.com
License#: BC627273 Lead Certificate#:
If the project is exempt from lead certification, please explain why: �CD
Residential New Construction V)
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 X No If yes,date and address of master plan:
Licensed Plumber: Elander Mechanical Phone: 952.445.4692
Mechanical Contractor: Elander Mechanical Phone: 952.445.4692
Sewer&Water Contractor: DSM Excavating Phone: (651 ) 480-1355
Fire Suppression Contractor: NA Phone:
NOTE Plans andrppeiti»g documents that�you subMitiresubmit considered to be public `'r 'a' ' 7;;P io cifetre -',.,"&"1/4-
information may be classified a non° lic if you provide specific reels that Would permit the City toconclude that they ''
rear desecrets, �
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on
the City's website at www.citvofeagan.com/subscribe.
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.
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.orq
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
x Pulte Homes Charles Ratts X
Applicant's Printed Name Applicant's Signature
Page 1 of 3
17 DO NOT WRITE BELOW THIS LINE 0
SUB TYPES
Foundation — Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family)
p Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi)
Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous
01 of_Plex Lower Level Pool Accessory Building
WORK TYPES
)6 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 :f t)a, )Z? Occupancy .j'1zC- ( MCES System
Plan Review Code Edition p11l9/1 Zt=.15- SAC Units
(25%_ 100%,16 ) Zoning City Water
Census Code Stories ?i Booster Pump
#of Units Square Feet /OZ`f PRV
#of Buildings Length N3 Fire Suppression Required
Type of Construction V 8 Width y 8
REQUIRED INSPECTIONS
)c Footings (New Building) Meter Size:
Footings (Deck) Final I C.O. Required
Footings (Addition) Final I No C.O. Required
?c, Foundation X Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test
)c Roof: X Ice &Water X Final Pool: _Footings _Air/Gas Tests _Final
2( Framing 30 Minutes )e 1 Hour Drain Tile
X Fireplace: X Rough In X Air Test x Final Siding: _Stucco Lath _Stone Lath _Brick_EFIS
)4 Insulation Windows
)1, Sheathing Retaining Wall:_Footings_Backfill_Final
x Sheetrock 7_ Radon Control
Fire Walls Fire Suppression:_Rough In_Final
X Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: 1-014(1 In;IciYdt , Building Inspector
RESIDENTIAL FEES r /3Se/V1 LOT /DL `f 59 . rr 044/6 ..5-
Base
cBase Fee )31/14,0R. /7'/L 5y • "4f" eR 7 3
Surcharge a Av)fiAbk /3Og. 54•/t &-4' 473
Plan Reviewfga 4t c� Q i S,• s"a,a o
MCES SAC O
City sac 6.14- '`i e_- 6 6 6 .sq . Par 00 yo.y/
Utility Connection Charge
S&W Permit&Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
iY7 /7v
New Construction Energy Code Compliance Certificate
Date Certificate Post
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel.
Mailing Address of the Dwelling or Dwelling Unit City
528 Aidan Cove Eagan MN
Name of Residential Contractor MN License Number
Pulte Homes BC627273
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply x Passive(No Fan)
Active(With fan and monometer
a a) or other system monitoring
device)
o.
w Location(or future location)of Fan:
m a d Attic
Q m m ami U a) v c
Ta c
o z R m U p1-, LI; N
Insulation Location cc .� o rn 'En -
E E w ;o
o N o n -a o o 2)o >
1 -c z it iL u u_ a Other Please Describe Here
Below Entire Slab x
*Exterior only per exception in R402.2.8(right)
Foundation Wall R-10 x If Exception not met,R-5 at interior-ridgid
Perimeter of Slab on Grade R-10 x
Rim Joist(1st Floor) R-20 x Interior
Rim Joist(2nd Floor+) R-20 x Interior
Wall R-20 x
Ceiling,flat R-49 x
Ceiling,vaulted R-49 x
Bay Windows or cantilevered areas R-30 x
Floors over unconditioned area R-30 x
Describe other insulated areas
Building envelope air tightness: Duct system air tightness:
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.32 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.26 X R-value R-8
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System
Heater x Not required per mech.code
Fuel Type natural gas natural gas R-410A Passive
Manufacturer Lennox Rheem Lennox Powered
Interlocked with exhaust device.
Model ML193UH070XP PROG5042NRH67PV 13ACXN030 Describe:
Input in 66,000 Capacity in 50 Output 2.5 Other,describe:
Rating or Size BTUS: Gallons: in Tons:
AFUE or 92% SEER 13 Location of duct or system:
Efficiency HSPF% /EER
Heating Loss Heating Gain Cooling Load
Residential Load Calculation 50071 20594 24,710
Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech.code
Select Type X Passive
x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 82 High: 192 Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s),describe: I Cfm's
Capacity continuous ventilation rate in cfms: 6 "Flex
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
Builders Associaton of Minnesota version 101014
Site Address 528 Aidan Cove Date 10/27/2017
cO„r„ct,r Elander Mechanical Inc nle,dta vr ► Scott Sgnature
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Square feet(Conditioned area including
Basement—finished or unfinished) 3632 Total required ventilation 130
Number of bedrooms 3 Continuous ventilation 65
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 120/60 135/68 150/75 165/83 180/90 195/98
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(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 ventilators(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 continuous 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.
Section B
Ventilation Method
(Choose either balanced or exhaust only)
®Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy ❑Exhaust only
Recovery Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm
ventilation rating by more than 100%.
Low cfm: 82 High cfm: Continuous fan rating in cfm(capacity must not exceed
192
continuous ventilation rating by more than 100%)
Directions-Choose the method of ventilation,balanced or exhaust only. Balanced ventilation systems are typically HRV or
ERV's.Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous
ventilation rate and less than 100%greater than the continuous rate.(For instance,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 cfm air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfm,the continuous
ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of
each hour.
Section D
Ventilation Controls
(Describe operation and control of the continuous and intermittent ventilation)
Located on unit. Unit to run on low speed to meet continious ventilation requirements
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 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)
Interlocked with exhaust device(determined from calculation from Table 501.3.1)
Other,describe:
X Not Required
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)
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 IMC 501.3.3. Please note,if the makeup air quantity is negative,no additional makeup air will
be required 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 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 atmospherically
vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil
appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel
combustion 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 3632
unfinished basements)
Estimated House Infiltration(cfm):[la
x lb] 545
2.Exhaust Capacity
a)continuous exhaust-only ventilation
system(cfm);(not applicable to 0
balanced ventilation systems such as
HRV)
b)clothes dryer(cfm) 135 135 135 135
c)80%of largest exhaust rating(cfm);
Kitchen hood typically 240
(not applicable if recirculating system
or if powered makeup air is electrically
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);
[2a+2b+2c+zd] 375
3.Makeup Air Quantity(cfm)
a)total exhaust capacity(from above) 375
b)estimated house infiltration(from 545
above)
Makeup Air Quantity(cfm);
[3a—3b]
(if value is negative,no makeup air is
needed) Neg#
4.For makeup Air Opening Sizing,refer
to Table 501.4.2
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and
direct vent appliances may be used.)
B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.)
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.
•
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 assisted appliances and vented gas or oil vented gas or oil Duct diameter
appliances,or no power vent or direct appliance or one solid appliances or solid fuel
combustion appliances vent appliances fuel 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/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.
Section 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 6"Flex
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.
Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
•
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 Direct Vent Input: Btu/hr
or Power Vent
Water Heater:
_Draft Hood _ Fan Assisted _Direct Vent Input: 40,000 Btu/hr
X or Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 432 ft3
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 APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: 40,000 Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3,000 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+RVNDA TRV= + = 3,000 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 5.
Step 5:Calculate the ratio of available interior volume to the total required volume.
Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b)
Ratio= 432 / 3000 = .14
Step 6:Calculate Reduction Factor(RE).
RF=1 minus Ratio RF=1- .14 = .86
Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40 000
Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CADA):
Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 40,000 /3000 Btu/hr per int= 13.33 in2
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x .86 = 11.5 in2
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= 3.8 in.diameter
go up one inch in size if using flex duct
1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section
G304.
IFGC Appendix E,Table E-1
Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance)
Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft)
(Btu/hr)
Fan Assisted or Power Vent Natural Draft
1994 to present Pre-1994 1994 to present Pre-1994
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 _ 2,625 1,313 3,675 1,838
40,000 2,000 _ 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,675 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 _ 2,438 6,825 3,413
70,000 3,500 5,250 _ 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 _ 8,250 4,125 11,550 5,775
115,000 5,750 8.625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 _ 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 _ 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
205,000 10,250 15,375 7,688 21,525 10,783
210,000 10,500 15,750 7,875 22,050 11,025
215,000 10,750 16,125 8,063 22,575 11,288
220,000 11,000 16,500 8,250 23,100 11,550
225,000 11,250 16,875 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24,150 12,075
1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is
0.20 ACH.
2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR.used in this section of the table is 0.40 ACH.
EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 1
170814 1310 BIC2020 QUOTATION #3372 10/26/2017
AUTOMATED BUILDING COMPONENTS Sim#: 003039
* 18800 WEST 78TH STREET Emp:
CHANHASSEN, MN 55317 Entered: 10/26/2017
Phone: (952)937-9060 Xmitted:
MILLWORK DIVISION Fax: (952)697-4240 PO#:
Customer#: 2 Job Name: 528 aidan cove Home Owner:
PULTE Project ID: 528 aidan cove
12701 WHITEWATER DRIVE Location: Eagan
SUITE 300 Lot#:
MINNETONKA, MN 55343-0000 Model: NEWBRY-HRIA-LO
Phone: (952)912-5473 Contact:
Fax: (952) 936-7839 Cust PO#: CP13051
Ln Qty LongDescription
No Ord p
01 1 49"(0)X 48" (0)(4140) ProFinish Builder White Slider(XO); Rough Opening Size; FIN;Pulte
Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength; Half Screen
Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; A2 Mtg Rail/Stile;Two White; Plain;
Corrosion Resist Roller/Glide Discount ID: CP13051; (UI=97"); DP:35; Test Number=C0840.01; U-
Factor:.31; SHGC:.28; Unit does not qualify for any ENERGY STAR®regions.; Room ID: BSMT
02 4 36"(0)X 72" (0) (3060) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen
Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;WOCD Devices;
Two White; Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31;
SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: GATHERING&CAFE
EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 2
170814 1310 BIC2020 QUOTATION #3372 10/26/2017
AUTOMATED BUILDING COMPONENTS Sim#: 003039
* 18800 WEST 78TH STREET Emp:
CHANHASSEN, MN 55317 Entered: 10/26/2017
•
Phone: (952)937-9060 Xmitted:
MRLWORK DIVISION Fax: (952)697-4240 PO#:
Customer#: 2 Job Name: 528 aidan cove Home Owner:
PULTE Project ID: 528 aidan cove
12701 WHITEWATER DRIVE Location: Eagan
SUITE 300 Lot#:
MINNETONKA, MN 55343-0000 Model: NEWBRY-HRIA-LO
Phone: (952) 912-5473 Contact:
Fax: (952) 936-7839 Cust PO#: CP13051
Ln Qty LongDescription
No Ord p
03 2 36"(0)X 48" (0) (3040) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Intercept; ProSolar Low E;Argon Gas; Double Glazed; Regular Strength; Half Screen
Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices;
Two White; Plain Discount ID: CP13051; (UI=84"); DP:25; Test Number=T260-10; U-Factor:.31;
SHGC:.30; Unit does not qualify for any ENERGY STAR®regions.; Room ID: KITCHEN& PPC
04 1 36" (0)X 63"(0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Temper All All; Double Strength
(1/8"); Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement;
Maximum Clearance Hardware; WOCD Devices; Two White; Plain Discount ID: CP13051; (UI=99");
DP:25; Test Number=T260-10; U-Factor:.30; SHGC:.30; Unit qualifies for ENERGY STAR®region(s):
North Central.; Room ID: BED#2 -TEMP
EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 3
170814 1310 BIC2020 QUOTATION #3372 10/26/2017
AUTOMATED BUILDING COMPONENTS Sim#: 003039
* 18800 WEST 78TH STREET Emp:
CHANHASSEN, MN 55317 Entered: 10/26/2017
Phone: (952)937-9060 Xmitted:
MILLWORK DIVIQ Fax: (952)697-4240 PO#:
Customer#: 2 Job Name: 528 aidan cove Home Owner:
PULTE Project ID: 528 aidan cove
12701 WHITEWATER DRIVE Location: Eagan
SUITE 300 Lot#:
MINNETONKA, MN 55343-0000 Model: NEWBRY-HRIA-LO
Phone: (952) 912-5473 Contact:
Fax: (952) 936-7839 Cust PO#: CP13051
Ln atY Lon Description
No Ord g p
05 2 71 1/2"(T)X 62 1/2"(T) (3053) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal
Twins (4 windows, 2 openings); FIN; Pre-Mulled;Pulte Homes; Intercept; ProSolar Low E;Argon
Gas; Double Glazed; Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen
Separate; 00 No Reinforcement; Maximum Clearance Hardware; WOCD Devices; Two White; Plain
Discount ID: CP13051; (UI=99"); DP:25;Test Number=T260-10; U-Factor:.31; SHGC:.30; Unit does
not qualify for any ENERGY STAR®regions.; Room ID: OWNERS& BED#3
06 1 48" (0)X 12" (0)(4010) ProFinish Builder White Picture; Rough Opening Size; FIN;Pulte Homes;
Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; 00 No Reinforcement
Discount ID: CP13051; (UI=60"); DP:50;Test Number=B2265.01; U-Factor:.29; SHGC:.30; Unit
qualifies for ENERGY STAR®region(s): North Central.; Room ID: 0 BATH
07 1 36"(0)X 63" (0)(3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Colonial All White Flat(2V2H); Intercept; ProSolar Low E; Argon Gas; Double Glazed;
Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No
Reinforcement; Maximum Clearance Hardware;WOCD Devices; Two White; Plain Discount ID:
CP13051; (UI=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for
any ENERGY STAR®regions.; Room ID: LOFT
EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 4
170814 1310 BIC2020 QUOTATION #3372 10/26/2017
AUTOMATED BUILDING COMPONENTS Sim#: 003039
A 18800 WEST 78TH STREET Emp:
CHANHASSEN, MN 55317 Entered: 10/26/2017
Phone: (952)937-9060 Xmitted:
MILLWORK DIVISION Fax: (952)697-4240 PO#:
Customer#: 2 Job Name: 528 aidan cove Home Owner:
PULTE Project ID: 528 aidan cove
12701 WHITEWATER DRIVE Location: Eagan
SUITE 300 Lot#:
MINNETONKA, MN 55343-0000 Model: NEWBRY-HRIA-LO
Phone: (952)912-5473 Contact:
Fax: (952) 936-7839 Cust PO#: CP13051
Ln Qty
LongDescription
No Ord p
08 1 36"(0)X 63"(0) (3053) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Colonial All White Flat(2V2H); Intercept; ProSolar Low E;Argon Gas; Double Glazed;
Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No
Reinforcement; Drywall Modification; Maximum Clearance Hardware; WOCD Devices; Two White;
Plain Discount ID: CP13051; (U1=99"); DP:25; Test Number=T260-10; U-Factor:.31; SHGC:.27; Unit
does not qualify for any ENERGY STAR®regions.; Room ID: LOFT
09 2 24"(0)X 36"(0) (2030) ProFinish Builder White Single Hung; Rough Opening Size; FIN;Pulte
Homes; Colonial All White Flat(1VIH); Intercept; ProSolar Low E;Argon Gas; Double Glazed;
Regular Strength; Half Screen Fiberglass Roll-Formed Scr Mold Wrap Screen Separate; 00 No
Reinforcement; WOCD Devices; One White; Plain Discount ID: CP13051; (UI=60"); DP:25; Test
Number=T260-10; U-Factor:.31; SHGC:.27; Unit does not qualify for any ENERGY STAR®regions.;
Room ID: BED#2 & LAUNDRY
.
EPOPS: 003039-545973 ********************* NO PRICE COPY ********************* Page: 5
170814 1310 BIC2020 QUOTATION #3372 10/26/2017
AUTOMATED BUILDING COMPONENTS Sim#: 003039
18800 WEST 78TH STREET Emp:
., CHANHASSEN, MN 55317 Entered: 10/26/2017
Phone: (952)937-9060 Xmitted:
MILLWORK DIVISION Fax: (952)697-4240 PO#:
Customer#: 2 Job Name: 528 aidan cove Home Owner:
PULTE Project ID: 528 aidan cove
12701 WHITEWATER DRIVE Location: Eagan
SUITE 300 Lot#:
MINNETONKA, MN 55343-0000 Model: NEWBRY-HRIA-LO
Phone: (952) 912-5473 Contact:
Fax: (952)936-7839 Cust PO#: CP13051
Ln Qty LongDescription
No Ord p
10 1 71 1/2"(T)X 71 1/2"(T) (3060) ProFinish Builder White Single Hung; Tip-to-Tip Mulled, Horizontal
Twins (2 windows, 1 openings); FIN; Pre-Mulled;Pulte Homes; Colonial All White Flat(2V2H);
Intercept; ProSolar Low E; Argon Gas; Double Glazed; Regular Strength; Half Screen Fiberglass
Roll-Formed Scr Mold Wrap Screen Separate; 00 No Reinforcement; WOCD Devices; Two White;
Plain Discount ID: CP13051; (UI=108"); DP:25; Test Number=C0826.01; U-Factor:.31; SHGC:.27; Unit
does not qualify for any ENERGY STAR®regions.; Room ID: FLEX
19 Total Qty Windows 16 Total Qty Units
NOTES:
Submitted by: Accepted by: Date:
ct Project �°"
4wrightsoft" Entire House Summary Date: 2017
By:
Plan: Newberry
Elander Mechanical Inc
645 Shenandoah Drive,Shakopee,MN 55379 Phone:952-445-4692
Pro'ect Information
For. Pulte Homes
Notes: 528 Aidan Cove
Eagan, MN 55123
6453.003.01
Desi•n Information
Weather, Minneapolis-St Paul lnrlArp,MN,US
Winter Design Conditions Summer Design Conditions
Outside db -95 °F Outside db 88 °F
Inside db 70 °F Inside db 70 °F
Design TO 85 °F Design TD 18 °F
Daily range M
Relative humidity 50 %
Moisture difference 42 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 40938 Btuh Structure 18939 Btuh
Ducts 2739 Btuh Ducts 1883 Btuh
Central vent(SER=50%141 cfm) 6393 Btuh Central vent(SER=50%141 dm) 1346 Btuh
Energy recovery Energy recovery
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 50071 Btuh Use manufacturer's data n
Rate/swin multiplier 0.93
Infiltration Equipment sensible load 20594 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 0 Structure 1972 Btuh
Ducts 201 Btuh
Central vent(LER=50%141 dm) 1943 Btuh
Area
HeatingCoolingEnergy recovery
Ar
Volume t2) 33 33363Equipment latent load 4116 Btuh
Air changes/hour 0.13 0.07 Equipment total load 24710 Btuh
Equiv.AVF(dm) 65 35 Req.total capacity at 0.80 SHR 2.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade MERIT
Model ML193UH070XP36B-* Cond 13ACXN030-230-**
AHRI ref 4792133 Coil C33-36*++TDR
AHRI ref 7617390
Efficiency 93AFUE Efficiency 11.0 EER,13 SEER
Heating input 66000 Btuh Sensible cooling 22880 Btuh
Heating output 62000 Btuh Latent cooling 5720 Btuh
Temperature rise 50 °F Total cooling 28600 Btuh
Actual airflow 1162 dm Actual airflow 953 cfm
Air flow factor 0.027 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.84
Boldhtalk values have been manually overridden
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-Oa-2711:1004
wrlt ht50f� Rlght-Sule®Unversal2017 17 0 21 RSU13410 Page 1
Losses 2016'!eat tosses 2016"Pate Oerry r CCalc=M.:8 Front Door faces '1
11./ 747/70
City Inspection Dept. Copy City of Ekon
City Forester Copy
Applicant/Builder Copy
4444 144'
r*r _
�.. . .ifs. �r V r '`
P • `
:Noe
(BUILDER, PLEASE READ ATTACHMENTS)
Development Tipperary
Lot Number 3 Block Number 1
Address 528 Aidan Court
Builder Pulte Homes
Phone Number: 612-790-2892
Contact: Chuck Ratts
Tree Protection Requirements:
Tree Protection Fencing Installed on Site(Erosion tubes)
Oak Tree Pruning (Immediately seal wounds during April 1 to July 31)
Therapeutic Pruning Required
Retaining Wall to Be Installed
Other:
Replacement Trees:
Not Required
X As Follows: One(1)Category B trees(>=2.5"caliper deciduous
tree per approved Tree Mitigation Plan; Autumn Blaze maple tree to
be installed in front yard area following completion of construction.
Attachments:
X Yes (Refer to attaeh �oFdQl s ESTRY DIVISION
€a'dd
No
REVIEW D
Additional Notes: BY
DATE 12 - t
H:\ghove\2017file\treepres\Tree Preservation Plan Tipperary Lot 3 Block 1
4.
Q
r1 1 j 30000
o 03SOd0lld 1
N 2
N
I I 1
I
R„ mxU
mss _ J Lf--
I
7.--Val
a
- 6;1_
F9 SS_ . 1 I 00'44
IIm 1N3N39tl3....nun A 39VNItlNO-S m alv
$ 000L —,LIZ-1V---9 $
o.74, trg ~ m I N,
MO go
« `00'Z W- j A4J 00'LL ,"' x
U ----,Pa
m w
W- � w � ��.$ I r ,i� � � o .j � � w r LC)
I
4-1 a n crt <et Ii. m. 3w — I r
s
0 50 W
U 009m in
: tr & 90c
mcsi',ep - I 1 8 a 2 z c�i'> F I Z'
v) IA2 oli e ;00 8 O.,It' ani "L m (� co
r�
Q I n k oo'O4 ` op Z
r Xl'-' �m �,
V
L- - MOtl913s Ofiain9,s 14 J
m -1N31Y3SV3 AJI311n V 30VNIV90-. —17I-
il t rI� � --"".--1. `..: C 9ZI/�„70,£ p00 �.: 7—/ I"'.BB o
t y p' v—
m .,
I I1 m
mi
I a QZ .� Ill
1 I 1 a `i
Q0
o (
!'d'M tW � �7"tN u
> WNU)O
ce aiin 1 --.---z N z
`Z C•l
.L C\I0
'V 0
O
oW �ou
03o
H ~ texga & o W " ; iE .0ii iiiii RiAQ lc ZgW
_U •el).F ,,a g,4 XP --". 2ST i 8 lig !_ Cl_r,-3 6-- y
N IM1�{ ¢ z <wwe Rt J O tt g m qw
LL O C> GF '�Svi I$--sl 3 u1 �.Sa ' 0 QQy¢m 4 W $l s w wu
Q Z ¢
d 13 Dg i
aZ , a w
0
gl i
m
' it I
§ mML ;s1: 8 4
ig 1 iglv 3o I$sss!
. 1 i
E i i 2 i 5
W Fcl" le
§-E o <8 < z8§ z !;IllIo
alfa °g ilticliUlig W5gt ° 6 °wLL LLm PI 00 gC) • y
J 4m -i 9.4m d . 9_ pa CO I=-Odi .r E a 2,i
r o= °c
LI'
18
1 5 r 1
1'
N ,,,,' ri...,, ..„..,m. -- -1).,to.'" ,,.., ,...,-,,, --/- , ::scx......;:.;.:,3,...„:. 7 4...!...-:::tx:::::.::,6,:..ci.-,,,..17"::7::::::„_ ,‘: i-., 494
f /, ..- ,q - •,-, . I 1
TREES TO REMAIN , \
SEE TREE PRESERVATION PLAN t \�
tal
PLUG MIX, SEE LEGEND c, ' _( t i zip
• 6ti *
;EED MIX, SEE LEGEND + + , E ,. °""-'- �� \ I
__-- _-1-,45 vogiOr- +1-+4.4 .:Mfifir.:::.'Ff/
.0*A--
" Rte+ ;,s?�3. ikillijill111.,
.,,,,,„,&,,,... + + 4/ . ...ig:::g:K:x::::
+ + ::::::iii...Al.° ' + +v,t,,,, :,,:v
��
r-------------
7 Iii
, % ..,
. , ,,_ �• , f, „ „ .„..v_iew , •w I�� + 1111 1, . .. N.41. _� t I u \
• ,p-.:461,,, ,A• . dil , i_ _ _ _:/ffigisfirr
ior
/ 1 i r f,-!•-. ,-.
it "..tea .47;-$--r _li 1
j I E t } + +f + + + + � 14( ,,„s
;, i { + i/+ + ,--+ ,+ + + + + + + + +
�lif� i 4::.,f0 7 Axa ` �r
2
:_,,,'\
y2 ' t I ,,(1.'
— — ,f
= - '�— ��
/I/
Li ,p
, I:1'
Ir /4 '` 21 ; I A A ' K711mmila(el
1 `` -
i` v -,A7pIr
.III i
{ i
I 04 . -
i iL$!Vir — ,,,,..:::- f
. ,.
`, i 8.4 07/
061 n
.... ' , ,
Y
I 1 I .W._,Iti:w 1 r#11.11.iariL.41;41,iiii*. c a.
,f).-__.1 ! A-416. .A,__A% liar;"*Ii _ '14PAIIIIIIILITA111111% : -1
1
;/// 1 3 6—RM `
- d-.E.D.:4,. AirK ‘ ..., . :1) A -- , .
, ismusir-rAlltip
4 allinourawA ArAP,P-
onolv
90
r' — A a8814A .lit, - llAlgi - -
oliiir _
, • �� mir
' ;a I I 1 I I
,0 II
1
7/ I 1 j
1 I I '2 ! 3;' 4 5
+ 1.
1 J '
I f2�0 } � SZ
~ 1 I ;`f , ,f S
-- .�f:::#:�>"s:•:.-i;:i`:�°: 1H90T
~i
- , L - — _:.._ J ,i__ _ 4"-"-J I-- - - - -894 \ J
L
L
!.1727b;" --
i
/\.) 0
0) z
a)
a I--
:' ozc
i m
O O O 0.
U U u _i
a' c Q
�\ �, > v N v ci Li ci v u d Li u ci Li u Li Li v
tTp 1 .V O O O .4.. 7 1� O O O O O O O O O O O O O O O
�J CU O m N N N N N N N N N N N N N N N p
G3 c c c LL
0 E iti C C C C C 4-, 4-, 4-, 4-, 4-, C C C 4-, C O
G3
ce i n i L Li.. OD (O f0 CU (U fO CO CU CO fU RS fU CO (U CO fU V'
it:
f— a a a a 0. a a. a a a a. a a a n. a w
_c � L U 4`d W
f00 M OD * H
,(U
f @ C
O
�° 0
1 = z
D
f - 0
1 0
z
m m m
Q
m co 0 Z m m m$
a) m
w 00 DO 00 OD e0 OD DO 110 00 0A OD OD 110 00 DO Y
^I so To io N 7 O 7 7 7 7 7 7 7 7 7 7 7 7 7 Q
IA v v v s
Ln 0_ a a n a a n. a a o_ 0- a C. o_ 0.. N
%n in in to io
rN N (NI
w =a
a)
L
0
a) L
iii
ma ° ,� v, �„ ° o
Ia «- C 7 fO _ + f
E C +J x N + V to U) O C 7 0) o vl lU Y
o f0 to L -o U C C 0 E CO V
L u U a) •o a ate+ v co v 7 M S0
ig \ cu +, Q 7 Q — +., 7 p 0 ,- N u 7L N ro 'ln
a) E \ f° v c > c0 C C Oco m
ro a� v no _ _" C cu m apo s_ 7 coU as ro v '0)
Zits Q as N > i L O a) i 'C 'nd J Q
gz _ F= +� _0 V) ul 7 2 ¢, LO B to L \ L 7 -� w
d� C V _6 \ of vcc
\i \ 00 X D C .0 7 > 7 L +�.+ \ ea Z
0) 0 CC v v W rn >. C O N < W •C GC Cl) 1 C . Q
to N \ V) D = 0 N \ t a1 ••L• to x IB v) J 0
_ C0 N L . - > N 2 a) ++ f a.) -, 03 -0 a) a
CO ctS
• c c E a E al •C s OCD N a) _0 ,- j. Ly a1 C ow m w
7 v Ji)
Ts
C7 ` + lO N + m ° a1 fl4-'
Lit
o - TO •aD .5 c o o °D 3 0 7 o coa CD m 0-
CLI
m v) Q m CO Cl. a > LL 00 •m vn P m a. c.0 2 m 6 m
- O
i U
o o a-+ o in ,-•1 0 0 0 o n o p
0/ ct et• 00 0® 00 -N oo 'd° .4' -4 Q) d' t0
— - �. N %--1 r-1 N N N e--1 N N r-1 a-1 c-1 e-1 c-I ci r-1
CO (N1
o.°
N
I 0 w ww 0 J o�
—1 1....- 0 Y w w Q^ z 1
1 _ 0 d �G= NJ 1i _ � -0C9w e ® ,i
LOT SURVEY CHECKLIST FOR RESIDENTIAL i/Y7( 7O
BUILDING PERMIT APPLICATION
PROPERTY LEGAL: 'l _ 4! _i r)1,+. ,� di
DATE OF SURV' : /O/ d /�'
LATEST REVISION: /a/G i7`
e
m
e°
t
a ii
O z Q DOCUMENT STANDARDS
j ❑ ❑ • Registered Land Surveyor signature and company
❑ ❑ • Building Permit Applicant
yr ❑ ❑ • Legal description
❑ ❑ • Address
❑ ❑ • North arrow and scale
❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.)
• ❑ ❑ • Directional drainage arrows with slope/gradient%
7 ❑ ❑ • Proposed/existing sewer and water services&invert elevation
7' ❑ ❑ • Street name
ft>' ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.)
0\si / ❑ ❑ • Lot Square Footage
1 ❑" • Lot Coverage- S 1tU 4144 Jtia Qe 6 41/ 66)/k."12-71
ELEVATIONS
Existing
Ad 0 ❑ • Property corners
X ❑ ❑ • Top of curb at the driveway and property line extensions
)2( ❑ ❑ • Elevations of any existing adjacent homes
❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches
❑ jif ❑ • Waterways(pond, stream,etc.)
Proposed
/1 0 ❑ • Garage floor
ja' ❑ ❑ • Basement floor
• ❑ ❑ • Lowest exposed elevation(walkout/window)
• 0 0 • Property corners
❑ ❑ • Front and rear of home at the foundation
Y 9 • PRV Required
PONDING AREA(if applicable)
❑ / ❑ • Easement line
❑ jg ❑ • NWL
❑ ,J. ❑ • HWL
❑ yf ❑ • Pond#designation
❑ yr ❑ • Emergency Overflow Elevation
❑ 11 • Pond/Wetland buffer delineation
Y • Shoreland Zoning Overlay District
Y • Conservation Easements
DIMENSIONS
❑ CI • Lot lines/Bearings&dimensions
Of r; 4>` ❑ ,r T • Right-of-way and street width(to back of curb)
❑ • Proposed home dimensions including any proposed decks,overhangs greater than - , porches -tc.
(i.e. all structures requiring permanent footings)
0 ❑ • Show all easements of record and any City utilities within those easements
11 0 ❑ • Setbacks of proposed structure and si•-y d setback of adjacent existing structures
7 ❑ ❑ • Retaining wall requirements: /�
Reviewed By: �1. /' Date Air)/7
y
G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16
G
0
..o
M
��
' 1 35110H1 _1
' I
` a3Sod0a
_
4174
i ...
„'f 1 �l \,_ O N O 0 �Z ks ; ;.n and o_1
•
0 0 o L-a- - t ca X _ ~ X o
N SI , X •6' 3„-170,22 I V68 co=
•Ari , .� W u) £s's£ r - -\- 00'** t
, ��t " o • L- -1N3W3SV3 AI lilfl )9 3OVNIVa0- I 1 _________0.1-
co
k ... 01 o r----
1E/
co o NI-
C3.17,
...._.. 00'OZ —9N OleflBSg?— — —� — —I a
t r7 m 1 I I 01 w
1 v t AVM3ANCI w m o o •
&.. i - v\ 03S0d0ad ➢ 1 o U 2 g- co -
I i 1-0
N -00'Z W^_ r 00'ZZ X Z
iv Li M• F o I co
- ( W
I
1� :t /oZ8 I
• w I�w
Xw 1 n Q co I Z m c�3 -co a
'. o x- La
N LI'Sb- - o 0 II LiJ a W n _ w ni W a ��
d 1
OL' m It o —y N
110 W I- N M'1 -c°1
I F- rn
i �m _ — �s 9'S --. o I W (/� J ct ^4. o o f `71C' v,
�3 J I— �� a�D I V! Q Q E8 2 O� °i
_ __ J Igi
ao 00'91 _J d = m ZO m = m >< N L !.j..-7;_
no .._.�__�1-�9 AVNoor£I o pO r= Lm xw �1
Z, - - tr ��0)og. IW H�a0d 6 C _ D Z W •' XIao a(.... . ,1q,,•seg `ca I a LLQ • I m a
1217,
o I J a,Of CO
in .- v co riTN. . ,O
D co
\t
co
co I N , L
� s ��M 1 :::::
II`I` �/ co � •ocYi ,: z
[— ,
, os -,- + n I\--1 m
t
I •. V �_.. co m 1.!vWia
1 21g
0.
\ - _ 6 csi _._ ___ _
try cu of m N rn'. �\ I O U1
i `" I ___...__i N aD a0 ! a0 rn z 11,1 W
j l r: 01' c- m m X 01 I-`'OU
' ',� o 0 L _ o �1 x1 N0V813S ET t101U18 ,S _ i`,.„1-,
� CD
� ! m — 00 LO DO 1 ▪s I �_1N3W3SV3 Alllllfl �B 3OVNIVa0- -� J • r J W'LL
co �' �m ! cr
is £8'4£ - DO'titi \\ x °u , - -
•
i r)r-3 C •`JZ1 �„ O,2ip0OS Ito �1---( 6'168 �a
r s --r<.. _.__ ... _ _-_ _ MZ
/ , , \ COI CO I OCD CO N i€' aD S
to ro
I I - on CO
ao vo €: s
W O cos 1* �;
l
I I
J
8
• •,x O
O o
}- N } d' M w
• Z `4t N UUJ
-
LL.JIntl)
O
lt:
� ai LU V E�fC _......E—Z N z
= pMN o
T
La_ .,r\ LT
O N N
� •L in J ' ® 0 o
W ° .� cr) Z xWo 0 LIU 4
W 0 L`.. a m v W zs oho,-r> O z
z x O N F V CO co to c,
�°— J •• o F L ii pZ vi ����� ZZ g LU CD z¢ o V) CL o z 11 11 11 11 11 g 0UJ
Q C c V co F� wcv zrol w FOU Q ¢a ZLLOw
U •`> ^, `_• W F¢..W V1N Nx WZ Q Z_ a = =Z �,aIR
�
/� V/ LLOW7fr fn In M2 Wa' tJ 0 c�� j W W MOWC7 U �� ; RO¢g2COLLO2Zd 41.14
.
W O • w• a caw OW Fri z m� W O LLO^ D z0Of]_1 ��� 5
o c� F� w a zU J w2-. `on y(7yu1
O w551 _LA ,— m 1— _o ¢ W 0 LL ¢ZM ¢ ZZZLL~ \�
' W ZZ ._z- J H - - W W W aL(�
Cr o wan zM M3 In wa w0 Ii ~¢ cc wCC Zd °� >w
WL.L Z L/'f Ow W ZO0Jai >a.¢¢a m O �w=
d , i Z V) ZOLLfA W¢ O Z W JmU
U t ' R° 1 xt; W z°z OLL�O (rj ›Wz_o _Z o¢O r
' t t �`� 14 twilp ¢ LL W W F- W ft 0I-- ae -I I- W W
O<co
wwQ cowO m mOa¢r
,...).% i MI 1 —I \
vi
°� f
< In W 0- F--C3mOJR Z r N c'6 ;
® v
E I
o ka
a
to m ccoyr
• 3 Or,,_,2. N ZUhil
si v .c t.LC N CC
^o ri H z Q O O Z m Z Evr ¢N M t0 G
O w* Z Z 0 Z ria J -1 O Q D -ELT n
¢ U n co g o ¢ ‹0 CC Tt.Cico ¢ W 2 J H 0 o e 0 NI
N 01
a 0 of Q w 0 Z > CO 0 J 2 ¢ W F I-
I- o p I
• '2 NII>� W Z Z �,xCFI
Z Q o z O Q Oj __I
O j d O O cc > Z ¢ J 111 ¢ f CC Q U E o cc• _ rc
Q C! II Q I-2 C7 w Z z O z a ~ J ¢ O (] o a (] j O m
} 0 m¢ J co I Z O m 0 O I- W 1- W U 9 2 ¢ a t3 C7 111 z .raE`m o
- > 07 W Z O I- 2 Cl) 0 Cl) LL Q Z Z 0 O y°v U
d g ri8.Q a- =Ow
co p w z co ,mL1 W w 0 w 1 F W a F 0 o a g u`°-`= E 0
- a ('JNi_ WIrt Z Y �pLL oC Q C 2 O Q O ¢ I- ¢ O ¢ x 0 D 0 O ool"z 3
L) a 0II - -• Wa cc 00 a o U w J CO r 3 to N a a w a m a >a!i °
Ln ~_ o°'oa = WW M QQ 00 cd 0
Lsor'nala` kb o°
W Y < oa¢0 0 ¢J Zo G o¢LL z co z - (..,,,aa Q .-
D U¢ ono = 5_m¢m k w 0 W o 0 I v) LL W W _ t I . I-
m° Q ,8u- W ¢z1oo-�m = I. Oz 0 .I: v T O U O LL U D4 00 0 a I } o "
O U O (h ° n Q' to
Q cn Z 1- FED-T-‹° U U W CO ,,'▪ W J 03 I- , v U
(� M2 �' Qw0 J U-ID z �W Q J `" 5( 6 0 o rn m o t Z
01-Z I- Li O J W = `'" u N o v COLAJ Z m
-I Ja O 9mm d ? away co Fpj 0 d o Q O M
n n F' Q O~
A O WN.
F
N „ O O
0 o O
O d e m
y ,,, o U
,5 y c a O so �
I V
z a. " Jr_
Job Truss Truss Type Qty Ply NC Roof Repair
132340295
303183-B A5 Roof Special 5 1
Job Reference(optional)
Villaume Industries,Inc, •St.Paul,MN-55121, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 5 14:54:06 2018 Page 1
ID:_oTSW 7DAMpsV9805wGOPSzEu3v-BJg7HTdZnCmc07ezCa001RiAAbjrQk?VDmLeIRzo9KF
-01-11-9 2-4-0 i 9-6-0 I 14-4-8 1 16-11-8 I 22-3-11 1 25-1-10 27-7-8 33-6-4
0-11-0 2-4-0 7-2-0 4-10-8 2-7-0 5-4-3 2-9-15 2-5-14 5-10-12
REPAIR: 4x4 = Scale=1:67.9
3-6-0 BREAK IN MEMBER 6-7 STARTING 2'FROM JOINT 6 c2
BREAK IN MEMBER 11-14 LOCATED 2'FROM JOINT 14 2 NAILS FROM •//` 2%4-
EACH FACE 6 !�
6.00 12 !s_t.,, �L0�,��,pahcryT®�C-
p , �.� 3x4 ue71'_CC i7 Copy
3x6 3x4 % 1 NAIL FROM ����,;i�!^'+ /7 �/7 .,
.AS G7
4 5 EACH FACE ,,i,,,p 4x6
es 8
1-9-8 Z"...
3x4
3 BREAK `14, 11144 1.5x4 II
4,,,i, + Apr++,-++++.,* /
m . +irk. _�!, I�1`1'
d 12-0-8 15 1. 34 12 24"X96" 11 10
17 5x8=
3x5 =
10x124/27 12 6x8= 4x8 = 3x8 =
4x6 II 1.5x4 I I 1.5x3 II
jjTEDSHEATHING 32/16 EXP 1)
SCAB(S)
ON DAMAGE.ATTACH WITH(0.11"XT3')NAILS O EACH FPER TACE OHE FOLLOWING NAILF TRUSS D * TO ACHIFACE TRUSSFOD WITH(0.131"X MIN 2.5"OR OSB GUSSET(15/32""))NAILS PER THE FOLLOWINGG NAIL SCHEDULE:
SCHEDULE:2 ROWS:SPACED @ 4"O.C. +' 2 x 3's-2 ROWS,2 x 4's-3 ROWS,2 x 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C.
STAGGER NAIL SPACING FROM FRONT FACE AND BACK 4 NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK
FACE FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. 1 1 FACE FOR A NET 2"O.C.SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE.
1 2-4-0 1 9-6-0 14-4-8 1 16-11-8 1 25-1-10 25r6r2 33&4 I
2-4-0 7-2-0 4-10-8 2-7-0 8-2-2 0-4 8-0-2
Plate Offsets(X,Y)— 16:0-2-0,0-1-81,111:0-2-4,0-2-0],114:0-2-12,Edael,115:0-2-4,0-1-81,116:0-3-10,0-0-131,f16:0-3-0,Edge],117:0-8-8,0-8-41,117:0-9-14,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.23 14-15 >999 240 MT20 197/144
TCDL 7.0 Lumber DOL 1.15 BC 0.96 Vert(TL) -0.51 14-15 >777 180
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.25 10 n/a n/a
BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MP Weight 148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 1650F 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
1-4:2x4 SPF No.2 except end verticals.
BOT CHORD 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
13-18:2x3 SPF Stud,10-13:2x4 SPF 1650F 1.5E 2-2-0 oc bracing:15-16.
17-19:2x8 SP 2400F 2.0E WEBS 1 Row at midpt 3-15,5-14,8-10
WEBS 2x3 SPF Stud*Except*
5-14,6-12,7-14,11-14:2x3 SPF No.2,2-17:2x6 SPF 1650F 1.5E
2-16,8-10:2x4 SPF No.2
REACTIONS. (lb/size) 17=1850/0-5-8,10=1747/Mechanical
Max Horz 17=111(LC 5)
Max Uplift 17=-98(LC 8),10=-79(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3784/280,3-5=-3094/137,5-6=-2151/111,6-7=-2076/127,7-8=2603/144,
2-17=-1829/150
BOT CHORD 15-16=-339/3351,14-15=-131/2671,10-11=-81/2325
WEBS 3-15=-696/211,5-15=0/405,5-14=-1064/185,2-16=-228/3359,12-14=0/262,
6-14=-15/1334,7-11=-14/290,7-14=645/170,11-14=-7/2086,8-10=-2760/92
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; I Hereby certify that this plan,speci-
MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate fication,or report was prepared by
grip DOL=1.60 me or under my direct supervision
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. and that I am a duly Licensed Pro-
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide feasional E:.'•>-r un•= laws
will fit between the bottom chord and any other members. oft : =e of Minae--a.
5)Refer to girder(s)for truss to truss connections.
6)Bearing at joint(s)17 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify 1
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 17 and 79 lb uplift at STEVEN E.FOX
joint 10.
DATE REG.NO.21980
February 6,2018
1 r
WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7479 rev.10/03/2015 BEFORE USE.
*
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek*
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PM Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017
S z A ;0.4v\ Eve
mit .4 , q -7 ),7
Mileka
MiTek USA, Inc.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
Re: 303183-B
NC Roof Repair
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Villaume Industries.
Pages or sheets covered by this seal: 132340295 thru 132340295
My license renewal date for the state of Minnesota is June 30,2018.
I Hereby certify that this plan,speci-
fication,or report was prepared by
me or under my direct supervision
and that I am a duly Licensed Pro-
fessional Engineer under the -ws
of the St: _ - r innesot=
- VEN E.FOX
DATE REG.NO.21980
February 6,2018
Fox, Steve
IMPORTANT NOTE:Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
TSilverstone 952-233-8739 p.4
RECE,I+ED
For Office Use
a,aa u r ' JUN 12 1018 Permit#: I q CI gti 8
t'•..
. ' Permit Fee:
•
Date Received: 4 -1? 4
3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810
(651)675-55675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Staff:
buildinginspectionsiZ?; i:vg,[t:,:.;
2018 RESIDENTIAL PLUMBING PERMIT APPLICATION
Date: r Site Address: SP f)� lJ1 .L,.
Tenant:
Suite
ResidentlOwner
Name: ` �I -Clift bIA_ Ali_a,. Phone: � 15 Liyel t ia.3
Address i City i Zip: SQtyh.t. Cts SiAe
Name: 1c . _�.:71�.�..••L(t l'�J 1 i�:� .......License#: 1)(.Q 133
Contractor Address:r s S. 5 Lrl.C f)�'�i �..Cu 'L 1f II)t"4'.L=--City: jCOLI wv'
State: f \��\i Zip: ')S > PhorJe: (11.D. ?5 4'Ci .1
I
Contact: 3Ct i,",.SC 'S'e"1 '
V�.
. ...J.
Type of Work New _Replacement Repair _ Rebuild —Modify Space _Work in R.O.W.
. • Description of work: '` b.. sen` tele -
RESIDENTIAL •
Water Heater
1 Water Softener
J_ Lave i Irrigation(__RPZ I l$. PVi3)
Permit Type Add Plumbing Fixtures( Main/ Lower
Septic System um — Level)
New Water Turnaround
Abandonment .
RESIDENTIAL FEES:
$60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge)
$60.00 Lawn Irrigation(includes State Surcharge)
$60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround*(includes Stale Surcharge)
`Water Turnaround(add$280.00 if a 3!4"meter is required)
.::.:._____
$115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$
CALL BEFORE YOU DIG. Call Gopher State One Cali-al-1661)454-0062-for protectiori against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. :
You may subscribe to receive an electronic notification from the City'of propose'ordinances by signing up for an email update on the City's
website at www.citvG c ir`7:_`:•.. : •
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. ar d work is not tc start without a permit; that the work will be in
accordance with the approved plan in the case of wor.<which requires a review and appr val of plans,
x
Applicant's Printed Name Appli is Signature
FOR OFFICE USE Reviewed By: Date:
•Required Inspections: Under Ground Rough-In Air Test Gas Test _Final
.Meter Related Items: Meter Size Radio Read Manometer Staff: '
! ( ' For Office Use
'
Permit 15� /2C,
" AGAN Permit Fee: &O
Date Received: (E/ ao -/
3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810
(651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff:
buiidingvsaictic n;cx ityc_rr arlar.Goma L ___ ___— _
2018 RESIDENTIALL. IG PERMIT APPLICATION
Date: 1'1 I Site Address: '2(..70 ibde.A.401 eCiXie,
Tenant: Suite#:
Resident/Owner
Address/City/Zip: amoil !
r
I Name: i.„, thY License#: (,,„,)Lei w
23 II:
Iii
Contractor I Address: c ' ' ' V`(„, City: i. : ' '
i I State: �Zip: Phone: i 1 . I
I 1 Contact: t . Email. i A, �S I,4 1k f ) (
Type of Work { New Replacement Repair## Rebuild —Modify Space Work in R.O.W. 1.
" Description of worts: f i►1 t i )I� , <GrI'?
. ..mm _ : . _ _ _.
RESIDENTIAL
Water Heater l
Water Softener
Lawn Irrigation( RPZ/ �'JB)
F'eetl<tit Type ( —Add Plumbing Fixtures( Main I�Lower Level)
1 Septic System i
New Water Turnaround
Abandonment
RESIDENTIAL.FEES:
$60.00 Water Heater,Water Softener,or Water Heater and Softener(includes State Surcharge)
$60.00 Lawn Irrigation(includes State Surcharge)
$60.00 Add Plumbing Fixtures. Septic System Abandonment,Water Turnaround*(includes State Surcharge) (
"Water Turnaround(add$280.00 if a 3/4"meter is required)
I $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES $ #
CALL BEFORE YOU Did. 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. 'v. bent tet its ra}I.arg
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's
website at .cityofeagan.cornfsubscr#tae.
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.
,,, C LI > CO x 1:/;11.---1.4....,4,72.---,
Applicant's Printed Name Appiic is Signature
FOR OFFICE USE Reviewed By: Date:
Required Inspections; Under Ground Rough-in Air Test Gas Test Final
Meter Related Items: Meter Size Radio Read Manometer Staff:
,tVIA