1321 Shadow Creek Curve �: �
' '�� t�4�'D �D� ����� Use BLUE or BLACK Ink
h�..
��, ��D ��' � ',�U� � For Office Use—————————�
. . �■/�) �'(� � � g�
■■•1� '�jjj' (1j�,/'�] �/Y��i l�p"`"2 �� � Permit#: �� � j
i�J �� �H}/�� . a,,..�..4+��1 i. •.� �I � � • 1 V ��7 "��• �
� � n3��f � Permit Fee. / . �
3830 Pilot Knob Road � n • �
Eagan MN 55122 AUG Z � '10 � Date Received: �
Phone:(651)675-5675 I I
Fax:(651)675-5694� � ����� I Staff: I
,\ I____________�__� J
V
2014 RESIDENTIAL BUILDING PERMIT APPLICATION C����%
Date: � Site Address: ���� Jh�� �y'Y°�1`�- ��'�� Unit#: �
�%� ' Name:���I�]�'/�%�/L� Phone: I�✓�' Z"���." ?��
�� y
��Sl��t't�""
����: , Address J City/Zip:
�� � Applicant is: Owner �Contractor
.
,��������, Description of work: �� ��/U�L�' ����
?� Construction Cost / �I'�, Multi-Family Building:(Yes /No�)
Company: /��/�, �p�.;�� � �j��. Contact:��3C3� �l.L�
� Address: �c'���rr("1 �J�'C.�'��'i'�l�lf� �u''/�-`�' City: ��1���,�
������':
' State:�Zip: ��D�`� Phone: �S� `��j'° ��d�r
License#: � �+� Lead Certificate#:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information�'
�E� c-��J�`i�r��i�� ��— ���� ��t�C�.- � �� �,� �,�� +-�o
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? �� ��j'j��H'
� 13z� �1 . �
�Yes _No If yes,date and address of master plan:���� Lp�I��i������ ' �/!�� ^ C.rr,�� G�a,• ,�,
Licensed Plumber: ��� Phone: l�P� ��7.3 °"�-� �
Mechanical Contractor: �nl�� Phone: �F7 3 `"�7.3 "' 2 Zlr' �
Sewer&Water Contractor: 5 L- Phone: �5 Z"�� �
��3TE P"l��as�n�l s�p�t���r t��um�r�����Ih���t��#�r��or� ��b+�pub/fc ia����� Pc� s�f
; �
� .�����forrr�����r»��r�cl�r��ed�� pr��ll�yocr pr,����'�speci�i�������tr�ti�p�r�i���tcr
. z��� `� ,..:.. . ��� :�de ���f� �r� s�r��. . ,:, �
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan; that f understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
x /il�� �� x
ApplicanYs Printed Name Applicant' ignatur
Page 1 of 3
. ►
� � � �3z� s����� c�.� c���� � a� ��
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family)
�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
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 ,,� Occupancy ��( _,� ,6,�.- MCES System
Plan Review ` Code Edition ��,�,��;i��'"� SAC Units
(25%�100%� Zoning �� City Water
Census Code Stories �a Booster Pump
#of Units Square Feet �_����` PRV
#of Buildings Length �! Fire Sprinklers
Type of Construction \(� Width '' '
REQUIRED INSPECTIONS
� Footings(New Building) Meter Size:
Footings (Deck) � Final/C.O. Required
Footings (Addition) Final/No C.O. Required
� Foundation HVAC_Gas Service Test Gas Line Air Test
Roof: _Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final
�, Framing Drain Tile ,
Fireplace: �Rough In �Air Test �Final Siding: _Stucco Lath Stone Lath _Brick
Insulation Windows
Sheathing Retaining Wall: _Footings_Backfill_Final
� Sheetrock � Radon Control
Fire Walls �" Erosion Control
� Braced Walls Other:
Reviewed By: '�� , Building Inspector „�
RESIDENTIAL FEES ,,.- '� �'� ° �I ��-��`'' � � �°
Base Fee ����'�� �������`" � ,�,�. �' /�� ��"`�l ��
r,��, i 2��' ��' ��`�� ,� � #
Surcharge �� � � �� ���.�.�` � �"�� �.��;��
Plan Review �
MCES SAC �� � 1 �1� ���e�� = ' <O,� ,���/ ��
City SAC u. . �: rl � �,�/� °L�
Utility Connection Charge '� '� �`' ° °°� � ��� �� �'��"� � `'� f � � �
/ � ��w,
l�..r��fi"# r C ��1
S�W Permit 8�Surcharge �..- � � � � u r� ,��, ��
Treatment Plant � �� ��� � � ���
� �`'� �
Copies � �` '�..���`� � A .^�"� "-,
TOTAL '���� �' ,�' '
Page 2 of 3
: : �� ���
.
New Construction Energy Code Compliance Certificate ]�_��.[[� �� '
Per N 1101.8 Building Certificate.A building certificate shall be posted in a pem�anently visible location inside Date Certiticate Posted ��ja �
the building. The certificate shall be completed by the builder and shall list infortnation and values of
components listed in Table Nl 101.8.
Mailiug Address o(the Dwelling or Dwelling Onit �
1321 Shadow Creek Crv Ea an
Name of Residentisl Coutrsctor hIN Liceose Number
DRHorton BC605657
Commuuity Plaa ID
Hillcrest 5351 B
HERMAL ENVELOPE RADON SYSTEM
Type:Check All Thaf Apply X Passive(No Fan)
o d
� a
� �.
� �, Acti�e(With fun and mgnomet+er dr
E' � � other a�stem m�nit€+ring devi�e''}
'd o
4�., •a ;, � a. :3
� d � 0.1 abi U � � b � .
c3 m C p �'
> o z° N y v a, w W �
Insulafion Location u; •� o � � O �
o y c a a o � 9 � �
[-� � z w i� w w � a w Other Please Describe Here
Bekrw Entire Slab '
Foundation Wall R-�J X Exterior
Perim�ker of SL�b an Gr#de
Rim Joist(Foundation) R-12 X iote�or
�tim Joist(1'�F1uor-t) R-1� X �
wau R-19 X
�i1in tiat R-�+� ' X
ce�w►g,�a�itea R-44 X
Bay V4�indaw$or�antilev�red areas ' R-3((� ' X
Bonus room over garage R-32 X X
Dr�+eribe other iut�ula+ted areas
�ndows 8 Doors eafing or Cooling Ducfs OuKide Condif'wned Spaces
Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.28 -8 R-value
MECHANICAL SYSTEMS Make-up Air Selecta Type
Applianees Heating System Domestic Water Heater Cooling System X Not required per mech.code
�..-
���T e I�fi GA�' h1AT G�S ' R-4�t}A Passive
Manufacturer CARRIER AOSmith CARRIER Powered
Interlocked with exhaust device.
Mo�el rJ�$����'�{�Qv"�2� GP1�L-5{} ' �'il�'���14���' Describe:
Input in 100000 Capacity in 50 Output in 3 5 Other,describe:
Ratirtg or Size BTUS: Gallons: Tons:
����s�� ' 73;3'�1 : Heat ' : 3I,2 „ Location of duct or system:
Struc#ure's Calculafed ciai�z:
AFUE or 92 SEER: 13
HSPF%
Calculated 38229
Efticienc coolin load: Cfin's
roun uc
Mechanical Ventilahon System "metal duct
..�,...,,.,....y u.......................................�...s,,..,,.,,....��y�..,...�.....��....,...�.,.�....,,......�....,,,,.....
ource heat pump with gas back-up fiunace):2-Pan WhisperGREEN fans set at 50 cfin&60 cfm constant(one with a �ombusfion Air Select a Type
�ght).Fans ramp up to 80 cfin upon motion sensing for 30 minutes.Toilet Room FV08VSL 80 cfm switched Not required per mech.code
Select Type X Passive
Heat Recover Ventilator(HRV) Capacity in cfins: L.ow: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfins: L.ow: High: Location of duct or system:
1-Panasonic FV08VKM3 set @ 50 cfm&1-
X Continuous elchausting fan(s)rated capacity in cfins: FV08VKML(w/lite)60 cfm fumace room
Location of fan(s),describe: Master bath&Jack-N-Jill bath(respectively) Cfm's
Capacity continuous ven6lation rate in cfms: 110 4 "round duct OR
Total ventilation(intermittent+continuous)rate in cfins: 240 "metal duct
5359--1321 Shadow Creek Crv, Eagan
HVAC Load Calculations
for
DRHorton
Lakeville, MN
Prepared By:
Todd Boyum
Sabre Plumbing&Heating
15535 Medina Rd
Plymouth,MN 55447
763-473-2267
Thursday,August 21,2014
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D.
+� Re�id�t►t�a1&N.� �crm 1�VAG�.o�ls , a� ' ��a �� ���;'� �
p,$ �y'.[ � E � �� � , .!� ,�F + �y�.�� ��p� s�metat,i
�Md�I"�4i��������� :: �E . �' � \ �_. ��# �����1��5��f/Ti����8�ti+��":
_,,,: ..o .. �y�� `�. .
� � �••�;: ,,,� .- , � ,, . �:�..: ...}T�'`°g"�L_' h�` s � .��A�.\�.l� .
Pf O`e"Cf R� OC'�'
�'�-� ..�..4�.;�„� a :-'���".. ,..�, �,�,��.,� . �v�.
Project Title: 5351--1321 Shadow Creek Crv, Eagan
Designed By: Todd Boyum
Project Date: 8/22/14
Client Name: DRHorton
Client City: Lakeville, MN
Company Name: Sabre Plumbing&Heating
Company Representative: Todd Boyum
Company Address: 15535 Medina Rd
Company City: Plymouth, MN 55447
Company Phone: 763-473-2267
Company Fax: 763-473-8565
F
,.� h �, ��,��� y�n' A �::` ^ e#b,
Reference City: Minneapolis, Minnesota
Building Orientation: Front door faces East
Daily Temperature Range: Medium
Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
�Bulb Wet Bulb Bel.Hum B�J.,H�dt11 Dry Bulb Difference
Winter: -15 -12.38 n/a n/a 70 n/a
Summer: 88 73 50% 50% 72 42
_., ,� �
;: � a,
Total Building Supply CFM: 1,466 CFM Per Square ft.: 0.292
Square ft.of Room Area: 5,016 Square ft. Per Ton: 1,575
Volume(ft�)of Cond. Space: 41,746
�; ,� ��;,
Total Heating Required Including Ventilation Air: 73,371 Btuh 73.371 MBH
Total Sensible Gain: 31,290 Btuh 82 %
Total Latent Gain: 6,939 Btuh 18 %
Total Cooling Required Including Ventilation Air: 38,229 Btuh 3.19 Tons(Based On Sensible+ Latent)
':��h ��_ �
�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensibte and latent loads according to the manufacturer's performance data at
your design conditions.
C:\...\DRH 5351- 1316 Shadow Creek Crv(EAST).rh9 Thursday,August 21,2014,8:29 AM
t2hv�� +� �t�iaat i�c ornme ��.,�ds �� T�� `�� �I�t+s�o�are De�te� et�„It�.
�abre & ' �� s� �w �"
, „ � �, z
!?I rri . `M[�i . � i/ ¢;����_.. � . � . ���
�35�--�3�� ���� ��ga��
,.. ,,, <..:.��. ,. �9 ,...;' '„ ', . .� ,;...:a....�,,, '�_ . .� '`
".. .. : ,_... : ,�;
LQad Pr�viev�f�e t�rt
z Sys, Sys Sys`
Neti ft. � Sen Lat Net; Sen� Htg; Cig Act; Duct
Scope � Ton:. lTon� Area Gain Gain Gain; Loss� CFM CFM� CFMF Size
Buildin9 3.19' 1,575' 5,016 31,290 6,939' 38,229 73,371 982': 1,466; 1.466'
System 1 . 3.19 1,575 5.016 31,290 6,939 38,229 73,371 982` '[,d66 . 1,466 . 94x17
Duct Latent 479 479
Zone 1 .. . 5,016 31,290 6,460 37,750 73,371 982' 1,46B 1,466 . 14x17
1-Basement . . 1.618 2,862 510 3,372 19,174 257' 134' 134` 2-5
2-Main floor 1,618 17.210 4,338 21,548 28,348 379' 806 . 806 8--6
3-2ndfloor . . 1.780 11,218 1,612 12,830 25,849 346' S26 526 5--6
C:\...\DRH 5351- 1316 Shadow Creek Crv(EAST).rh9 Thursday,August 21,2014,8:29 AM
� i�esi+dr� !&��h �mr�te A�L.oa�ls �' � � 1 1��ve! �.
�brsF�#umbir���Ne.��� ,` ��'Y� � ���2 �` � � �1������d�ov�+r �gar�
P �+1'�� ..', � :: �.�. ,.... , ' `���,.,, . �" �,,,,. ��?.. `��..... �� �a
' °==°. . `
�. ' Pa .
5 stem s Sumrn�t- Loads
� � ., �
� , � ��� ; , �_ ,� ��� h �
� iy �
/ .... y i/�-a� � `.� " � ��.� 50 9 �,�s�i,��. g ,:f "y��� „,/ � N , ... _,c � <
�y �T1: � .`�.} � I�.
DRH LowEE 3228:Glazing-DRH Windows, u-value 0.32, 64.5 1,754 0 1,858 1,858
SHGC 0.28
DRH LowEE 2929: Glazing-DRH Windows, u-value 0.29, 40 986 0 1,270 1,270
SHGC 0.29
DRH LowEE 3229: Glazing-DRH Windows, u-value 0.32, 246 6,694 0 7,535 7,535
SHGC 0.29
DRH LowEE 3031: Glazing-DRH Windows, u-value 0.3, 20 510 0 399 399
SHGC 0.31
DRH LowEE 3229: Glazing-DRH Windows, u-value 0.32, 30 816 0 966 966
SHGC 0.29
DRH LowEE 3329: Glazing-DRH Windows, u-value 0.33, 30 842 0 972 972
SHGC 0.29
11J: Door-Metal-Fiberglass Core 20 527 0 167 167
11J: Door-Metal-Fiberglass Core 17.8 907 0 288 288
12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 3035.7 17,548 0 3,798 3,798
cavity, no board insulation,siding finish,wood studs
.15B0-5sf-4:Wall-Basement, , R-5 board exterior 208 1,591 0 0 0
insulation to footing, no interior finish,4'floor depth
.1560-5sf-8:Wall-Basement, , R-5 board exterior 1120 6,854 0 0 0
insulation to footing, no interior finish,8'floor depth
RJ-12.2:Wall-Frame, Custom, Rim Joist-interior R-12.2 512.1 3,570 0 772 772
spay foam
166-44: Roof/Ceiling-UnderAtticwithlnsulationonAttic 1780 3,329 0 1,997 1,997
Floor(also use for Knee Walls and Partition
Ceilings),Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal,Tar and Gravel or
Membrane, R-44 insulation
21A-28: Floor-Basement, Concrete slab,any thickness,2 1618 3,026 0 0 0
or more feet below grade, no insulation below floor,
any floor cover,shortest side of floor slab is 28'wide
P-32 R-32: Floor-Over open crawl space or garage, 250 638 0 82 82
Custom, R-30 Blanket insulation,3/4"Foamboard R-
_..2,any._cover.._...___
_.._..._ _..._.. _ _.._ _ ..._. _. _
Subtotals for structure: 49,592 0 20,104 20,104
People: 6 1,200 1,380 2,580
Equipment: 1,131 4,262 5,393
Lighting: 0 0 0
Ductwork: 3,127 479 783 1,261
Infiltration:Winter CFM:228,Summer CFM: 150 20,652 4,129 2,566 6,695
Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0
Exhaust:Winter CFM: 110, Summer CFM: 110
AED.Excursion: _... p ._......_ 2,1_95 _......2,1_95....
_. _... _- _ _._... ____... 0 __...
System 1 Load Totals: 73,371 6,939 31,290 38,229
� F �,:¢ �; �✓,�° ;�
�.
Supply CFM: 1,466 CFM Per Square ft.: 0.292
Square ft.of Room Area: 5,016 Square ft. Per Ton: 1,575
Volume(ft3)of Cond. Space: 41,746
�,
��" ��;: ��;� `` ;,;,
Total Heating Required Including Ventilation Air: 73,371 Btuh 73.371 MBH
Total Sensible Gain: 31,290 Btuh 82 %
Total Latent Gain: 6,939 Btuh 18 %
Total Cooling Required Including Ventilation Air: 38,229 Btuh 3.19 Tons(Based On Sensible+ Latent)
,, , �.._..
.., � , �.;�
� .. „W z . �.,,.� �. ,. �� ,,
� e �� ,� � ,�i�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D.
C:\...\DRH 5351- 1316 Shadow Creek Crv(EAST).rh9 Thursday,August 21,2014,8:29 AM
, �� � Com t��IAG x� �,� � � � a. �e[3eve 3 en#,I�
1��� � � ��, �:
'� ��5��-��1 S�t�d� Ea
� � ...
� � � �� �
.
�. w-ti �.� ' �. ;, ...,,, x„,
�' �`�-�.��' e�S
� ster» 1 �umma Load� �c�nt'�i
,, sf � � � : � � t�,y ,
..:.. . � ?'?� ;^.::. .:;,1,,,,, S, .�.: ... .-..,'.l � f",,.. .i y; H �. :
�. u � :�y�x.. £� �� � - ` � � {"; u
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's perFormance data at
your design conditions.
C:\...\DRH 5351-1316 Shadow Creek Crv(EAST).rh9 Thursday,August 21,2014,8:29 AM
Siteaddress 1321 Shadow Creek Crv, Eagan °ate g/21/14
contractor Sabre P & H tomBY ted Todd B
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11-1)
Squarefeet(Conditioned areaincluding
Basement—finished or unfinished) 5016 Total required ventilation 215
Number of bedrooms v Continuous ventilation �O�
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 N1104Z
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 140/70 155/78 170/85 185/93 200/100 215/10
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 ventila-
tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor
air intake,or both,for defrost or other equipment cycling.
Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided,on a con-
tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may
have automatic cycling controls providing the average flow rate for each hour is met.
G:\SAFET`(�JK�Vent-makeup-comb air submittal(2).docx
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 rating by more than 1�.
Low cFm: High cfm: Continuous fan rating in cfm(capacity must not exceed 110
continuous ventilation rating by more than 100%)
Directions-Choose the method of ventilation,balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's.
Enter the low and high cfm amounts. Low c m 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 noi 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
Panasonic FV08VKM WhisperGreen Master Bath 50 80
Panasonic FV08VKMLWhisperGREEN JaCk-N-Jill Bath 60 80
Panasonic FVOSVSL WhisperVALUE Master Toilet Room 80
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 fow m 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 noi
exceed 80 cfm.J 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)
Master run at 50 cfm 24/7-ramp up to 80 cfm upon motion sensing for 30 minutes.
Master Toilet Room fan has wall switch for intermittent
JNJ Bath run at 60 cfm 24/7-ramp up to 80 cfm upon motion sensing for 30 minutes.
Directions-Describe the operation of the ventilotion 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[he
air handling equipment for proper operation,such interconnettion shall be made and described.
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 a[mospherically vented appliances orsolid 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 re-
quired for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type
(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per 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 ve�ted gas or oil
pliances or no combus- power vent or dired 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 5016
unfinished basements)
Estimated House Infiltration(cfm):[1a 752
x lb]
2.Exhaust Capacity
a)continuous exhaust-onlyventilation 110
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 24�
(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); 485
[2a+2b+2c+2d]
3.Makeup Air Quantity(cFm)
a)total exhaust capacity(from above) 485
b)estimated house infiltration(from 752
above)
Makeup Air Qua�tity(cfm);
[3a-3b] -267
(if value is negative,no makeup air is
needed)
4.For makeup Air Opening Sizing,refer Not Re �C)
to Table 501.4.2 q
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.
Makeup Air Opening Table for New and Existing Dwelling
Table 501.3.2
One or muttiple 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- Dud di-
pliances,or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter
tion appliances vent appliances appliance appliances
Column A Column B Column C Column D
Passiveopening 1-36 1-22 1-15 1-9 3
Passiveopening 37-66 23-41 16-28 10-17 4
Passiveopening 67-109 42-66 29-46 18-28 5
Passiveopening 110-163 67-100 47-69 29-42 6
Passiveopening 164-232 101-143 70-99 43-61 7
Passiveopening 233-317 144-195 100-135 62-83 8
Passiveopening 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 2"Rigid,3"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 IFGCAppendix E, Worksheet E-1(see belowJ. Please enter size and type. Combus-
tion air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calcu/ations 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,46 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: ,�00000
�Draft Hood �Fan Assisted ✓QDirect Vent Input: Btu/hr
or Power Vent
Water Heater: 40 000
�Draft Hood ✓❑Fan Assisted �Direct Vent Input: � Btu/hr
or Power Vent
Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 2736
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3
Step 3:Determine Air Changes per Hour(ACH)1
�x 19x18x8=2736
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 ihan TRV then no outdoor openings are needed.
If CAS Volume(from Step 2)is less than TRV then go to STEP 5.
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: a0000 Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find RVFA: �OOO fta
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: fti
Required Volume Naturel draft appliances(RVNDA)
Total Required Volume(TRV)=RVFA+RVNDA TRV= �OOO + � _ 300� TRV ft3
if CAS Volume(from Step 2)is qreater 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 byTRV(from Step 4a or Step 4b) 2736 �3000 -.91
Ratio= -
Step 6:Calculate Reduction Factor(RF).
Rf=1 minus Ratio RF=1- .91 = .09
Step 7:Calculate single outdoor opening as if all combustion air is from outside. �0000
Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area(CAOA):
Total Btu/hr divided by 3000 Btu/hr per inZ CApq= 4'���� /3000 Btu/hr per in2=�3.33 inZ
Step 8:Calculate Minimum CAOA.
Minimum CAOA=CAOA multiplied by RF n�inimum CAOA= �3.33 X .09 = 1.19 i�z
Step 9:Calculate Combustion Air Opening Diameter(CAOD)
CAOD=1.13 multiplied by the squaie root of Minimum CAOA CAOD=1.13� Minimum CAOA= �'�� 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
100,0� 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
200,0� 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 sedion 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.
. - � �
7 y`
N
S � �
ar
i � �
� �
�
a � �mc ��_ �OOUmi� OD� D�D Dzm amo�
y � DD-I (Cn�� cCiiD��� �(�T.(C!� Zm0 �r-I ONO
4 � ZDO mW� m=i�aOD x�m mo� �<m ��m
�I a �-+� ��o cnZ mz mn�N <r"v O�o Tn�v
r� -i ���
� � ODp o� NrD�O =�➢ mTm m � nDc
fi �A� Oc orC�� Zmm �Z m�� �c)�
��Z-D+ � 00 � v=� zG)m
y 30v z� -xi m_ Z�� Oz�
y �_� �vmi O��O Am �z DX� cn
"�`� m0 O� ��mDZ �Z =cn Z.'-
�x
� i Dm� �D -�iLZ70� �� Tm �-mnm
y � cnp �m �o A� �z
a y rm� Do v� 30 Z�
� 3. m fTl m � ��
N
i. ���.. C—Di
�
N
b N d N 7 �F�n• ,� 2��n• ,���
N Ol � 4!
�, � � � , r n• ,� �a�n• ,�r n•a.
� N . N E
�r M ... .. ... ... o :. ...
l�+} O� W W . .._.. ..... ......... .._.. o......._. ....
1� r O M _. . .. .. D ... ...
� � Nh � •J o ... .. ,
� 1� � � ._ . ... ._. D .-::: -.::: :-; �
� Q . ._rr ......_. r::. ..._.._.. ... ..._..._r
� � � O °
z Cm n � _
_ , o
IYA ..... .. .... ..... .... ......
0
4 _. ... ..._. .... � ..... .....
0
. .......... _._�:....... .................. _...___ ._.__. _______.
0
D
C
;G' ...K' 'I . ._ ... ... _..
.......... ......... � ..............
� ..'.. ...... .... C :.. ...
� I..... ... ... C .::. ...
� I . .. .. C ... ....
� I..... ..... ..... C ...�... ....
.......... ......... ....... ...... .............::
I -._.. , .._.._._ ... C ......... ............�
FK .. ......... C'....... ......
M B
-� .. .... .... .... ..... f-.. .... ... .. ..
N B
� d d � - ... ..
O m C Y � M B G
a n n n n z m m � s - ,
,
M ' q
N ' �::. ::: . ::.
G L' G C� � Y N f X A
to w m w n H ;� 4
aew < xmm
W m W � n •� ro m � �, � �;
� .. m _ _ w :
. N ' „ q ^
� 4 : . . . _� ;.
... _. ... __. ___. _ :_:: �:�:: ... ....
Ut F' P � V� 0 H n -: �
VI UI O O O � \ ]' , . ._ ' -> .
p N � : _ __ _ fx
0 0 0 0 0 '� ° H A �
0 0 0 0 0 � '� _ _ _ �
\ iQ N ..... A .... .::: i
m f0 W m W 'b _ .._ ... .. .... .. .... ... . ... ... . ._._. �
X q �
M M M M M '� ��- N
. .._ .._ _... ..... ... .... .._.. ...._.. ......_... __..... ; ._.,� �
�
, - 18'6' '� 4'11-1/2" x 20'61/2' �
H (tlG � tl G W f1 0 Y qq,p^ {
n W n n K rt q u
\ µ • 2� � N C ..
u w w m •• m
n � N n n •• N
M ro � � � N
m N 9� ro r � r m
•• 'tl n r b' N : �o
(9 !• rt hS �P II m
o (1 � \ at �P
.. � .. .. N '
\ •• p
N N O
O .�U F' F' F' �P .
n � • •
r o 0
n� � o o m
o i
o a
m w o
� : µ �:
,� V
S �
a �
� � r
uup �
�
7�
a �,
o �:
� � �
�i �.
er �, �
9t
i
d r,
� �
�
z
� 3 � 2a�n^ t �a m ���n•�
N: _.... _.._... _ _...... _... __..
i. ' � : � . ._...... ..._.... _.... ..... __..._ �._...
A
. : ', : ..._.._.___ _____ __._..___..
:: ' ' . _....___... _ _ ...._.__. _______..
V N d N A
I"'� Q� ' W ;: ::m G' �G' ,w :C ,G' � :
v
v ^
� Q1 `� UI ' N. ' . ......._ _..... _ '
�
N � N
AV
Or O 1rI �{
?+ W W � � � ...._._. � � AV .
... ....... ' nv
� � � �
h'' � N .: :I � ,! :., �'�.�.:' ..__..._ __' _____ _____.--- ___... ._...._.
F� ')
\ � �} : � � AV . �.
ir�
�' . : .- � ........ .. . _....._.. __ _ .__._.....__
, ; ....:. .._.._
�} O � VAULT-->'.<—VAULT
�y 1� F� V q�
�yl M F� : �: . x.... . ... .: .. : . ...... : . ____ ..
4 J' �� ��V _ �
V �... v�::;. :u .. ,y .,, :. , ,.
� ., � <� (10) US28: > ', .___. ___..__.. . . __..... _ __..
IV ,._ ' .� � _ .... � - .... . .
�: ': . �: . : .i___ ..:...
, .. . , . ..... � .::::. ..... _.,. .,j
_.. . : � : : �. .
3 �
7j � o c+ � ' - - -
� �
�
.t .. ... ,: . .. . _ ..
m M . ......x .._ ... .._ �
'
� __ � __ __..
� M
�
M ( ... ... .. ..
A2
� '_ ____ _. .: ..
. ____ "." _ __._. ...
� -__ '___ ..� '- .... .._. g�
vc—�'"�--- .� � 1 . � -.
D i . _ a ___ __"
�— $
� -� _ . c _... .. .. __ .__
..__. _... �
D
81 —_ ,
. . _I . 3} :.::.: .___q
M
o ! ; E � � f � __._. ._..
__-::::: .^' .� : ; :. M I
' o ' : . _ _ __ _ ... .
m _ „'
....�,,, . :
� : : . _ _. ... .
� . . : ._ ..::
/ ._ M..
S o �: ; : : . .. '�
p'I
N � pq
_ � .. ._ _. ..
p
q -.::: A': : i i M .
. . .._ /� __._.._ ... _._ .....
C�
o m C � ° ' x �
(
n ro ro H H Gl m C �-°- ` : � � � - ......._ , ___.. ._.__. : .__ i .
' � --._ � .....
a n n n n z m o ; ;' i
� x e u, � ..,,,., ,:
d r d r . y _........ ._ _.... _ _._...._.._ _ � ;
�o w n N n H � o,::! /
v < w t x m m - _ __-.— _._. ._ .............
,:::::::
a m a �o n •• ro ,....., ._ .
� .. _.._ _...__;
_
•• N
u� � w q m o �r e.a 5,a» � aa,o, a
N o o � m � � �
. . . a N �
0 0 0 0 o K o
0 0 0 0 0 '' '�
� a
ro ro ro ro ro y
m m m m m �
rn rn M M rn a
Y
a tl 0 d tl q m E
H �D • G C N f1 0
n m � rt n rc b ?C
� µ • m �n m r ..
u w a v •• m
n p u� n n �• N
M TJ 1 i iP UI
W UI 9� N C \ !' N �
•• ro n r tY N = m
fC F� n h �P II m
' Ol (1 '� \ % w
p .. � .. .. N _ .
^ O
\ H F' N
�1 n� r t+ �a =
W n • •
�; � � �
n� m m m
0
o a
m w
- ,,,� � PR LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL 1 ��� � ����� �__�����-" ����
DATE OF SURVEY: ��Z� I�
LATEST REVISION:
a�
rn
c
cs ,
t
U
O z Q DOCUMENT STANDARDS
� 0 ❑ • Registered Land Surveyor signature and company
�' 0 ❑ • Building Permit Applicant
� ❑ ❑ • Legal description
�" ❑ p • Address
,p' ❑ ❑ • North arrow and scale
� ❑ ❑ • House type (rambler,walkout, split w/o,spiit entry, lookout, etc.)
ID ❑ ❑ • Directional drainage arrows with slope/gradient% `
/� p ❑ • Propased/existing sewer and water services& invert elevation
�p ❑ p • Street name
� ❑ 0 • Driveway(grade&width-in R/W and back of curb, 22' max.)
,g p ❑ • Lot Square Footage
,d ❑ ❑ • Lot Coverage
ELEVATIONS
Exisfinq
�' ❑ ❑ • Property corners
� p ❑ • Top of curb at the driveway and property line extensions
�f 0 ❑ • Elevations of any existing adjacent homes
� ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches
�?( ❑ ❑ . Waterways (pond, stream, etc.} �
Proposed ,
,p1 ❑ � • Garage floor
�g' p � • Basement floor
�' ❑ ❑ • Lowest exposed elevation (walkouUwindow)
� ❑ � • Property corners
�8` 0 ❑ • Front and rear of home at the foundation
PONDING AREA(if applicable)
❑ � ❑ • Easement line
❑ �' ❑ • NWL
0 �( 0 • HWL
❑ � ❑ • Pond#designation
❑ �f p • Emergency Overflow Elevation
❑ 0 • Pond/Wetland buffer delineation
Y �"� • Shoreland Zoning Overlay District
Y � • Conservation Easements
DIMENSIONS
� ❑ ❑ • Lot lines/Bearings&dimensions
1r] ❑ ❑ • Right-of-way and street width (to back of curb)
�" ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
� ❑ � • Show all easements of record and any City utilities within those easements
,� � ❑ • Setbacks of proposed structure a d si ard setback of adjacent existing structures
� ❑ 0 • Retaining wall requirements:
Reviewed By: r Date ! ��
G:IFORMS/Building PermitApplicafion Rev:11-26-04
�7 �'' `0
� � a � (3� � � � J,
� /� I I T� /"'�'T ^ �r � � � .'a
.� � LJ V 1 L_�,./ i /"� ,,.3 � d � �k .�
�
� � SANITARY MANHOLE � � y � �` �
TOP OF RIM r� r.j `, '°' ��
� ELEV.=1030A �*�� ,,,,,, [T7 �. �� �,,,
_ � v� n y � �
�� � � � (�030.0)� � 98 g .� � � p y � "�
�° N� ° � zz �
9 n C'' ds
� �� r_' ' f TOP y BASi �`7�3 ', � Z � �" �: f3�
' � �P CfV•aIOF' S �` !`�"!� ►'^3 z
C� � o °2 .�r�
CJ � c �� - -I �
� C
� O r3
� b � � _ � ; '�/ r_�Rq/�q � ' / o os
m � _ � ,�' ,' Ase'�fNT `�' 11p �O �' ,(ra`��S
S'` "� '"., , pE'R /� �, � �
D � p tn io �T � `�� '°�qr , ____ - .� `
"'� `z` D N '.. 1027.8 \� �1� k y \
`� � � ,� 2g�� � c�
� ' o
� Z N�34 � ` '---� `\ k
O � � v � ' �RR OF BIOG ������ 1 0
b � � (1(l O N O�� Z ^; .,,1� -.._ 1 0 2 7 9 �RADIN G p L A N ` J� . , v
r �, 00 � 89-� �1028.�) T 027,¢� s ,°�G!
II Ui � � 3S�OH � � I 36.0 !v.14.0 � �/
.�a � � � a3SOd02id � ..P (LOpKO�T� `, �� v
� ._..a , , i v
t�p � -- -- � C�J ° I� /P��ED �� �
� ' N v � N o� Hp�S� � �/ � c�r`
� � + i �. " t O .: - :A ti A .v � �� '
`� 3`JV�1N`J ' � O �I r ,
0
v �,r
� N o� , /� ,o � .r a,� C� ��
\ � <°A� G'�RA GE l o co�" Q7 0�� -�� ��
� H�aoa � '� �� ���1.54o N P 8.96 �� �N y ��a�� � � �r�
� ' �
W � o� ���'3'3'S) ° ° ��8 ° � � � /�7` �'^��
l9'O�OI='�3�3 `" A • ��
N -- PROPpSEp, o (to3?�� � �
3�11dS �0 d01 � a DRlV�WAYw�� '
N2idW H�N39 ' o c� l ��
\ � � _�( o� i S� ��
_ T (1031.1) ` o ' ti
� 1031.1 ` W / �
, �-. SERV, o � '�
� 1030.7tc n
� /
�030.1tcO� "- — (1p
�, c�'n Q; o '�.r�2g 4 ?9 4) �
�— � M."�- R12512 �54 ''��z9. H�' `�' -Z-�
00 ° 1_`---�.`�� ��c ti �
� sHAt�►ow � - �.
� �9,�',�'�. � ..��
�� �
v� rov� � �d
� � �� ,
� � a n o � au@, CD � O ��
� Wv� n. � � m � � � � � I
(�? � � �y � � p� O� `+ � ,.�y � �
� �� rn D � � N N � ~ �'b �"�C C� �-C
w
Z '� Z � < -� � � � mrn O
tq � m r_ � _' D rn � -p p''o � fi �'�o � �- L=J
aC o o -+ � r T 1 I I -< °� c n � a � rn + o� � � - n
�� < j n ° ; o o � � o � �c� � � y
C7 c,a Oo r = -� �p �. �, � �' 'b GL
0. N m � °00° � -�i o o m � �' a � � � m
Ad
C � � � .,�0 � � rn � A� � � � � �. Z �
3 o m D �� � r�n �-�' � � o ,�
-i � � � c�
� � -� � co p �-
`W `C � ~ � � 0 �
N A3 � ri-
0 � � -Q�-D W ,-a .-� S `''' � �' � xyi
r+- -, -, � � -� � � c� c"o� ° � ° �' '� � v�'i � � t�
0 0 0 0 0 .
r-o � vvv � wo 0 0 �' �
00000 ° �- C� o °- '� A+ Q.`dro W o
� rn N rn N c° O O � ;P-v o �- co c.,.,o �- � ►.� � o �- -� n G N
o aaaaQ � � ro o �o �, 3 � �3 � a cn r,. �-. � w p �
.�-+- � �-- =G7 0 � � `° � � v�i' rn � o u' � �n c�-n o c° � � m � y n� �+ '"�'! Q'' � ''��
� p p a p o .. ������� � Q�° � cn � rn cn ��v ,_-�-. rn �n a rn o �
��° � � p� cu rn rn m m ro cu j7 � ° cn � -° o ° °"� °- `D = n � � � rn p � �
ao uCDi c�'n �n � ° o00 0 0 0 o C0 � n- ° ro ° � `-'• o �' o �; ° s�� � � � p a+ � x
o �'""" -{� � �' o ucu uc�rncn � � ��` � rn �V u `< � � � � V � � mv� � � n
� CA '!'i O -�p N cn cn cn u� rn v� cn G� o �o �, o r,,_c-�i °. a � fl- � rn °- � ro � p,� f� �
�� p O U 0 -� � p� O'"" -' �' � � � .�+- � c+ � �i
c) O v � �-"C3"II cU -*u) u� C rn rn � °- � CD o �� � �' � � c7' � Z � c�+- R� � � fn � "`�
T � O � —I O -s -s X � tD cD � < cn `� n.. � � cn � c> o � m
I I -+, O z -o O O •c ,-,-,-�- �I cv co �" � ,-.. -°. o v_�, � - � �n � o G ro � "�
C0 �� 0 0 0 �0..=s'cn -�v � �' � � ° rn °. � � �� � °-� � O p e�, V�i C C D
� p = � �@ �� -�'� 7� � > > � � =I �,� s cn � y; � rn � � r � O ''•j 0 O �C �
r � ll N � �Q-rn0 m � � rncro � � � � �-o fl � s � � 3 � r�i. �-iGp --1
I I �� o O'O<Q � � o � c�u � � �`� � o � j N � _ • • o G(DO � � � � � 2
-� _._. �� a � C� ''*:� c �° r,. ..... � a rn � � o o � � � �S R. `� �
� O O O� � '_`:O � � rn o �- � � �n � �o '` o N O "C1 tD �y �
N N W W� O � O � C rn o ro fD o o rn d cn -, N = `d O '� 'P
C� Q� � :P G1 ro � � 7 � � v � rn o �+'� v� � � cD � �p y W
(�d Ya � ...n� W � � n' -�i p � � � � A � �• n � c��' � �� �
� '�`� .� 3 °" o �. � ° f'S c> > � .�.� ° n � p � �p
� a ,'��. �n � cn cro
rn �
� �
m � � N n p �, � � v CERTIFICATE OF SURVEY •
� Z� o m �o o� � s N D = D FOR James R. Hifl, Inc.
-' D z N � w� m�' � �' � r� � � D.R NOR717N, DV� - ImVN&SQTA PLANNERS / ENGINEERS / SURVEYORS
0 � {' o�j �' � � 'r' m 2500 WEST COUNIY ROAD 42,SUIIE 120. BURNSNLLE, IAN 553J7
'*1 Z w � � N .{ L o t 1 0, 8 1 o c k 6, D A K O T A P A T H,
-� � � m � Dakota County, Minnesota PHONE: (952) 890-6044 FAX: (952) 890-6244
S i
I
� �
BKV
� a O u � October 21,2014
Architecture
Iraterior Design
Landscape Architecture
Engineerir�g TO: M�'.Jirn Wet�ker
Boarman
Schwieters Gonstruction Inc.
K,-�S 925 Fenway Blvd North
Yogei Hug��MN 55038
Group
Inc.
RE: Post Cap R�view
222 North Second Street DR Hortc►n Pro't'Ct
Minneapolis, MN 55401 .�
Telephone: 612.3393752 1321 Sh�daw Curve
facsimile: 612339.6212 ���a����
www.bkvgroup.com
EOE
Dear Mr. �Ver�ker:
I have review�d the beam reactions,drawings,and pietures of the 3 ply 1-
3/4"ac24"LVL beam supported by a 5 '/"x7"PSL post. The LVL supplier
has indicated t�at the LVL bearn requires additional bearing than is
currently provided. The r�aetion&om the beam is 17,700 lbs.
Based on tl�is re�ction and the current configuration,a Simgson
ECCQ65�DS2.5 with rotated straps should be placed on top of the PSL to
support the bea�n. 'The atlowable reaction far this cap is 18,9051bs which
exeeeds the required load from the bea�n, anci also provides 8 %2"of
bearing.
If there are any questions regarding this connection or the let�er,please
fe�:� fre�to cor�t�ct me at(612) 339-3752. I have attached the information
which was provided me, and a copy of f.he Sirnpson H�rdware I am
ref�rencing.
Sinc�rely,
'
e ar,PE
Structural Engineer
MN Lic.#42331
. l,
w w �N �a ua �k ,a x� H. w �+ +
�
� �u c� n n� n m �
�
�
m &� M �
(tI G q �f! R ■ p . N� . .
� O 6 M P�y /�� pll • Al iU � !11 �M 1N 8� .lh �.� 147 . .
l�t
1P6�a � M� � .
x.. ,w iy At fi
� arma t
� �
_ . .. . . p � �. .
/�1µ f�.r.,,,__..,.,.__..._._ ����
,�' � ��
�
5-1/4"x 7"Post `-- ''� �
Required For 24"LVL � �
4
�
"'^�«_
�.�. Y . . . . ... .
� � 117K��. !fu r ° :■k�, � .
. �� . .. . . . . . tiFN
1
� �R
� � �� �� �
R �V w�
!Y �� �
No
.': ':R . . . ' � - .
!6r
n
5-1/4"x 5-1/4"Post '� '�' O. . . v�,�, ""
,sc •, ;A7
�@ �n
j "a PdRCIi B�A _
I �� n ai
pN�
t �x
��'�" 12'-61f2" 18'-t1 1/2"
Ai �OtO �N1'HYIAIJ6ff A MI��KMM M �MtlsO�AtMOWIMaTOM
I'r�,��My���rr�Ar- MrYM.NYM1.r . � .
WI�rMMrwM" ww�ilM�N '
. . . � r+�Y�rH+��
' . . . w � µ�r 1.�4rY.rL�YIVtiY.. � .
. . � �K��u�r'ww«F..+N ' ww.��..�.w~'r►�t Iww.r�i .
�^� . - .. :. ...... .... .. . ' .
(�� ��.,3 �-,�.
:-�-
,. �
7MJfiB45H RN3W9.UttPLSI, ppppg�
t�Lt10 d06D3N 2•2at0 ` "
� JODDSH 2•LIO 30Qp�
- - 2;�10 3QQ9S11 � •� ::. ..: --...
� �
#6 �o n���� �
�
��r ��� aoeasx
rws�,.�. � z�ro
��� ��� �
� �/�MILY
�'�� �001� � �
�a � � � � �.��
:a � �__.�..�_........_� �� � "°�°
�� ......�..�.......�.... ..... �.,�..�._._.W_.f' �,� �'m' ��
�.� �
-a�r�e.r•w g a � nvaoiw,nca ,m � ~_
tr�, y ,
�-- - _ 'a"'x �r� f���� �. :�
— ' �ryNDD ana
�� t
7 �
� �
pT. �N RADpN.
x p� 1�lfPP€
t� �� '' .r.. � �,.,��—,.—,.r ��j � 2�19 � �I
2�(0 ' -+�� i �PFDBFIA{ I
� �-•--: �.� ' , ��b I�..J k4.` � .�� , ' . � zs��"t ._. _ �I
u+�6o��"ot�.t,rn� ! r- � ``.�'`''` � � �0 I,
e� � , '�"+.'`, k'i r �
. �aon�t�ou � ,�J- '�, •° �,� •�,•� ,
x--_..__ � t�t��- �G�',�' `���'-�'��,, p�y I
�. ,.��,, ,�,��
' ,��,' 'a''wo�
� ; —
arw ea,� � _-----
oHktw�ssa.c� � � � ,
qi1L ' � ` �.yi±��pysl � i
!.FT. �i —•=---�----`=,_ i� 2�9FX
�� 1 r - . �+�� z;��e
i S� � �N �'��i`K/1 �
LOq9 ����g UiE
� 1
�' • � i arxioao
�';�� �C�1'�� �� � � � ��
, „� � �
�. � � ' � �
i_ _ .��a�— �
� �
� � � � � �� ��
' � so � i.a�w
o�a± - - - _. — � � i 1 + -_-;:�- -- �
� ,,�.., �..� m�ososH �q�sv,�.��
I — ,.: '
. .... _
� . , ,., .... :
s.w,a.w'� � �� 1 ' .
�w+.suo � ,,
taanrx�p � i py�swa�atr.tst : p i
aQanau�s �,; � �_; �
1-0�fppy.lkltlSE� T`s: r i ,,., l w��•� o � _�-- _ .
' � ' s t +`r ''� • �'9�1 -------^C+11.14r7•1NIP�1,41, i
1Sl ( 4 l. �:tr y.� .i;,t' .: • __— _. ' --- — ,.__— —
R rl� 0�DN�lFQG9{ —^__._ —•------
! i,— t'i'-�, � ;�`�`�'��"� � • ���� . � 16'iAP���p7�Ap$i1H1lM
�•:r r s t 1 ,�' !o ✓ nw�..�b, T012 80J�pCOtlAeiy��
ti e b��u�n�Oi
.$! �f� 4_� t '�t' ir±�� ♦f�� �.: . /�t , 4 .�f�� i �t;i V,� :w�w¢��w`NC
: . -:�,+ ������a '` =•i�2_t w �z-�Y' �t. ..� � . ? i.x •'�..` s =.r^1ry.
, � a j '��='_ :.`�4 r ��. s p � � .tit ri. CAN(BFW;�
��— w��.�
. > . }! t;!! .. ti f t' � t[� � �.. � . . � wee�F�1..
.,jj 1 r ' f �5�..{� )t t.fl:.t.��: uwl V/
.t� -1' 1'�� , � �
� _ �1[y , .f:�.�. .
tt
. � � �
I .y J �y.�.'
..t. .. ..'/i ...1.1ti ',yf. � a t. .Yi . .��vrr� --�"'�• .
a i "n-''y i:.` ���,����$��
a� 1�T �I n n n 1'1► w w , NA7F•
��,,
� � � � �
� ,� ,
�-. �, �t�`"4M,''��b�5„ �„,� h .F�,�„,' h � s � ' +"�' r+ ru �4� � � r,��t � �
-- ��
., i Y;� � ' ' � ,' _ .'",�'�, a��s,� ��"�� ��'�.,i l�t,,^'�" x rr
r
� s
, � .. „� ,: u.��; - �
� .. ,
�. r .
.w
�. � ,., , � u,r, i `
, . . , , n.,,<,'r .�"' - .,, ,< • yr,,, � i
,. ,;:
.✓v`. , , . " ,
, w .r . , .,.�,.-:�p. : ;6t�a� .Hm•�" .
�°
�: g� �
���� 5$ �{ �..
k+-'
., a'.�.✓ �:,,.�. ..,. .,.�� �_4
� ���� �
.�wn�.� ._ � .
�.
.
���,,;.. .. . .::
"'t! � �:����F�.���,... �
. � �.,.,. . ,,
- '»e�"' a.;�„� .
z � .
ry, �� a,+��i����H�� k j ,�:i,.
� °� � E v� »,w"��� �
a1 ��,il��ilf�in�y����dl�;�°i�C� ���4 �;�� 1rf1 ��
� ��� � II��� �� � �
a �.,. �
� ' �
���
� ���� ��� i
�"" I
s
�
„ ,
,,
!
� :
� " I :
���� ° �' �y I �s�+ �,f .-�" I
, �
,� :�� 6 i� :;��. �
y �
�
, ��. ,�' �"
9�II' r°�
;
�
t` � "
�
�
i
i ���° �
�
;
�
`�`� �� �
f
''; �
�r $. �
� �
3. � �
4
z
�
9
�� � �`� �� „�
'�¢.>�,� a�fi��±�s� e�
. .,_ ., __. �--
` ' :��Gaps60asss • . � �:: �" ;' - � - --
. _.:. . ... . ;: : ;
- .. -
-,-, � �
I � � µµ• �
. .. . � � .j... .
���0 FMs p►ednells�nfara9ts�skrNtsrsaRSesA�rs�e�ause o! " '
� . �f
� a)aasler IRS�atlat/on,b)klpimrkads,oj loweria�taUed eos; , ylh � ��'
. or a combfnaf/oa ol Jhess faahns: .+ I � . w�� � "
�'1•....•;. -- --__ _ �
Calumn caps prov�e a high-capaciry connecUon tor column-6eam
combinalions.This design uses Simpson Strartg TieO Sirang•Drive°SDS srsews �
to prov(de taster InstaNaUon and provides a qreater net section area ot the cohann � �r
compared to bops.The SDS screws provid�(pr a�rer proai�compared to. i
stanclard through butts. •
MA7EAIAL:CCQ3,EGGQ3,GCa4,CCQA:62,EGCtM,E�GQ4.82,CCQ6,
EG�Q6--7 gauge;atl others-3 gat�e
fINISH:�impson�tror�g Tie°gray pa{nt.a+raiFabte in k�6;
CC(�0 a�rd ECCOQ�-rto coadn� � .
fN3TAttATtQlY:
•f�l Stmpson Strong•Tie SDS'/,X1�Z'wood screws,yyhich are prp�de�f � �
w�N�e co�ma eap.(lay screwvs�7!not aehleve the sazne lsad.) �
•CC(tQ a�d�CGOQ cotumn eap�!y(no stea�I map be orderad for � �
iiefd-wel�p W@ipe ar othec ca�mfls.WmansiQns are same as �
CGQ and ECCQ. �
•Fer Foup�eut turnber saes.Aroaide dimenstans.Rn�t�nai W�dtrnenston . �
may�e g�et�t�ed with any c�►irunn s��f�e tbaF the 41�2 dimansinn � ; �ECGQ46SaS2.5 �Q DS2.6
OPTitlNSsrraps rofated 9iJ°iS lJmited by the Wf�Gnension) - �.
•�cir end cau�diffons,s�ec�y ECCfl.
•strap�rrta�y be ret�ted 90°wnere w,�w2 and re�ecas-s. � � G C(� �0 T�.� ���$�ai cca
cA��s:$g8 p��1�1Af C�de Fit!(CtCt�6 KSjt ChS�i. ��p$
. �ted s@'
e�vrecuars x��nse�e x�a�ems��c�sro�ar����ruo�ar�r�rct��n
thls�maYal�Ue avai/abWe wf�N�S oP�chtcktWlh Sia►Ps�t Si►on9-�f�rdbfa�
• elm�stoos No:if' te��,
Aeo�i Be�m SB,4�:'xY1�" '�4 - �� � C6�
lia. Widlh W� Wz � p Sa€swa � � Raf. �I�0.
&G ECGQ; ham �esl ( f9t11 (1� i88) ENa Le6s}
� � CCQ3•4S6S2.5 3'ri 3y 3'K 11 7 18 14 56d0 16�8t1 3895 6125
� GCQ3-6SDS2.5 3Y 3'/. 594 ii 8'r4 ? 16 fA 56� 19250 3885 gg�g CCOQ3-SDS2.5
� � CCQ49SdS2.5 4x 3ii 33. 11 8�4 7 tg 14 5680 19t120 4pA9 7655 L4,
� CC048SDS2.5 4x 3�i4 5'f� �11 Q;4 7 16 14 7145 240Bb .� -�2p3p �ii CCUt14-SDS2.5
� CC(748SUSE.5 4x 33s 7'.4 11 0�4 � 16 1A 714b< 24U85 �404@ 184fl5
� CCQ4.62-3.G2StTS 4ti4 44G 33i 11 �'�i 7 1S f4 3� 19028 �4p 7�55
� C6Q4.�2-4.62�DS A'h 4�L 43S 1t 854 7 16 14 568t1 2�45Q 44NN0 9545 iZ0 GQQ�.62,SOS2.
� C�Q4.�2-5.�05 4r� 43L 3'h 11 �'/, 7 }6 1# 714$ � i�Q�p
� G6U5-4Y4S2.5 S'h 5y 334 11 9S� 7 i6 14 .�0 2�5 �h14 tQQ45. - GCOQ4-SDE2.5
� GC45-�$US2.5 5`/e 5'/. 5�4 11 8'!z 7 1S 14 7245 28190 55�5 i5785 CGOQS-SOS2.5
� � CCQS-BSDS2.5 5'/e 5y 7S4 11 8'1z T 16 14 •7245 �3f570 553b 21525 112�
W � �5�.5..,,, 6x 5'A 344 11 � 14 568U 26585 d040 �'4'
+- CCQ66SDS2.5 6x 5!� 5h 11 r4 7 06 14 11
a . x 9 CGOQ6-SOS2.5
a- � CCQb-7.13SDS2.5 6X 5'h 7� 11 8'h 7 16 14 7145 37515 404{! 2$490 160 �
� GCQ74S�S2.5 6�; &r4 33'e 11 8,4 ) i6 14 56�� 3349p 4Q4p l3230 A
�. � CCQ7Q�pS2.5 6i. S% 574 tt 8'h 7 16 14 7245 '37125 5535 2p7gp 112, 4pk
v � GCQ77SOS2.5 6'Y, 6'/, S'b 11 8'h 7 i6 14 .7245 41�p 5535 25515 L4 GCOQ7-SDS2.5 �
� � CGQ7�S2.5 6'Y. 6'h 7�4 ff 81�4 7 ' f6 14 �7295 �4t� y� �{�0 Ft1
� � eCQ7.4-�SUS2.S 7 7h 33� 11 �'h 7 fS t� �5� 343�! �! 483T3
� GCQ7.i-6SDS2.5 7 7Y, 5'fi 11 E� 7 1� �4 7�45 38+SA� 5g3S 28�76
� � CCQ7.17.t3DS2.5 7 7'/� 7g 11 84f 7 t6 14 724� 57759 �� �5g GCOQ7.1-SdS2.5
� GC(47.1-�6J�2.5 7 7�i 7'i4 11 EY 7 ib 14 7145 5�0 �i 3��15
� F � CCQ86S�S2.5 8x 714 5'r4 i] 8'� 7 16 14 7248 4125fl �535 2578tI 180 lypical CCQ463QS2.S
, � � ��Q�52.5 ex 7� th it 8!� 7 tb 14 72� �� g�; ��5 ��$'sQS2.5 lnstaltatf�n
o � GCQ96SDS2.5 !N. 8'h 5'r4 t1 &� 7 18 f4 7245 4�125 5535 26950.
� � GCU9SS4S2.5 8Y 8'!e 7'fi ti 8h 7 16 1� 7245 539t10 5535 3675(! ��9'�S2.5
° � eCQ1A�.SU82.5 tOx 9'/4 3�i4 11 8h 1 16 t4 7295 5225Q 563� �t$55 CCU44tt-�pS2.5
1.Upkft k�ads have treen i�r�sed for w(nd or earihquake wilh iro tnr�er(ncrsase aito+�r�tuce wqera other taeds govern.
2.Oewn loads taay not be increased(ot sbort-fsrm k�linp a�shaN t�W e�eed lhe postcapaeliy. �
,'� See Pa9as 22'6•227 tor commnn p�t aUowaDte toa�.
3_U�Nft lo�s do n�appty W sphce co►�ions.
4.SpNeed condilfans must he deG�led by tl�e Oesigner to transfar�nsion toads baMre�s r
5.Cofumn s(des are assumed to lie in tha same verttqi ptaae as the hpam sides.CCQ4.6�8is assum�e�'a m�mmu�n 3h w'��e�s mn�p" �a
6.Strectu�ai composde I�nbet cotumns have sldes U�at siww eilher Yre wtde lace a Uy edgas ol tRe lam�er stnndsManeers.
Values fn lhe fables refteet ir�staNatlon tnto�e wide face.See tech�dca�butle6n T-SGtG0U1MN for vatues on Ure narrow face�e)
staAa � r
(see pa8e 232lor defar7s). �
1.ECC�uses f4-gpS screws into tha be�n and 14SDS screws ir�4he past. �
8•Beam QeP16 mes[bt a r�nimnm 7'.
9.Far 5y'engineered lumber,nse CCQ 6X ar�G�Q iX models. CCOQ 11lste(FattOn
10.CCOQ welded to steel coiumn will achievr same load as CCQ,3teel coiursn widU�shaH nal be less�an beam width.Wetd 6y Desig�r.
on Steei Cefuran 63
Clty of E�.���
Address: 1321 Shadow Creek Curve Permit#: 126860
/ �
The following items were /were not completed at the Final Inspection on: ��2� ^( �
� ����n��,l�rui�ioiri�n �� ����,� ir �
� r� t �i o��a�w� � � � i �� u �ti; sr �
� C'�m�,R�G�i�F�'���������I�ic�rtipl�'�e .�C'olr'�I'���ts °`� ' ,,'�
,
�
Final grade - 6"from siding ���� �� ���� ���' � �
Permanent steps— Garage �`�
Permanent steps— Main Entry ✓~.
Permanent Driveway �����
Permanent Gas ��
Retaining Wall or 3:1 Max Slope ✓ ,���` � � �� �
�h � i �;
Sod / Seeded Lawn �� �� � � ��Z � �
Tra�! / Curb �amage �
Porch �/"�
Lower Level Finish �/`����
Deck ✓—�""�M
Fireplace �� �� n � �
• 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 prio to working in the right-of-way or installing an
irrigation system.
Building Inspector:
G:\Building Inspections\FORMS\Checklists
08/03/�015 �0:18 7635354694 BOB SABLE SERUICES PAGE 61I01
' Use BLUE or BLACK!nk
' �___�_ -,
� For otfice Use -------- I
� � ���� �
��4� O,t+ �LL��� I Permit�:
i � �i I
� Pem►it Fee: I
3830 Pilot Knob Road � j
Eagan MN 55122 I �ace Receiveo: �
Phone:(651)675-5675 � Scaflr: i
Fex:(6S1)676-5694 �----------^—�----'
2015 F�ESIDENT�AL PL,UMBING PERIIAIT APPLICATION
nate:_���1 I� Siie Add�esa: 13�"1 �.�'h�t„��uul �i� �.�t�I�— -�--
Tenant: Sulte�:
,,���,�. :,..,,, ���
.�,,._ �,,,.
Y���:�r�:�,:`i�.�r�'?:K�v;::A:"'••��".^.ri;�,9S%ctr..! .
^�rv; ,,�,::,�,4,����;�,y:,,��;t�,y����°�,",i,�;.',;ti;.rv Name• Phone:
; �y, ;� . �., ,
ti;l`,
'6,":i ���.,Ahx,:,.�•,,,i.'.�.. �,;
��ry•,`��,:�a.w:�i;.�.•��:f V. •
;@9:.'���;;.�n.',.o;:r'vy.;W�'•"t•`•��.• 'tr.�:,.,, .
,,��;,�'�`,r;js;'�.�.vwiy,;';•j1�°�"r;,k�',',•�i�g.i;:h,�`�'4;'�:���i,'j �d1�SS�Cil�/�Zlp: �
.:..M.^`� A. . .� . ..','�u/.�..i.r".: ]I�
�tn 1.AyJy�AN:�M}'w:'yl'WY�';t%�I���1�1 l��x.ii°\ j/� ///1V�
hS��. �1� �V' W I
�ei. 1,Ii.N..l j,: 14,'�s/;1��'i /�
";:;-�• . '-�'�,� � License#: ��
..r;�.:•>:.�t�;�,. c y
^;'^,;•�`;!%;�.;n�;P;. ;'�,�,r�.;i4t"t''u.;^.,...'t,,..�ri' N�1716: ��J� i
";'°'"•'..1. "'�';i�;'rb." ,n?'�:��ih'^ki;�r,•^, �
.r,,,k ;ti,�.;. +;w�y`;�.;,r,;,M ;�:,�:;.,,�. d � /��
N:;v"�`�•'`��rt+.+:::>ha:•n� ,. ��"•�'.,wSr��:'•��Y� t �`7 4
�,;,,.'� '�;� �e� .M` 1n t 1 „/J{,f�/�/ ,
r�M�'.`�,'y..;�'•1:'"�''�,r'I.w+%i �6��'"IA.�,�>�,io•x
,. ��� . :..M;� ,,.:a M Atldress' � ,, �(.C.� Z � E � City: �,�i��7q07a.�_—
'S»;'.,7.rt:,�� k`•N.;':^III����� . .
5.: •.�s.. '�'���,'�I a r� S� • � Pho�e: CE l�- e�fj Or�
Y.;w i,�t'.�.
i"`:��;�<,�,,.;;Fr:�;;�..:,;�},z,�,:�;;�^;r"%�� ate: n �l zip: ' '�q�
`:;,.,,.�•,�!�;y,,;�;,..'a'v;�fi�;�,`�;yf,;u �;'f,t:�;!
F��,�;i��i��'•�.d;.�;,����'�Iw eS�;�;'eiaa'('�(�.„'.Y"I f. �,,/Qe !U .������ � �+�i'���'rr
�:S:�s,,.�,i` ,o;ti'�y,''�":^}:f14.Y/yJq`� � r.OfltA�: �A�� W'V�. Elllal�: �
.,i�i;'"'.�"u;�.Sk�1:i� Y,J�i1'��."~".ViM'�'inii�ry�V4ti:. � . . . . ',
e�;:.C'r;,,,t,•e.:�%t:'��'r�s�'•','ti�;�i',iC,;g�:. ;,s�;,?•?�i, � . �
'ja7Y�}�''.f�,Y�:�� �Y' ;+���''h�:,4���,•.'AriM4P A '.
jM�1'�'y'�T�ti.l��';t14`.'tiy;:��y,„�H•�;1:`:;:M I�
;��. "' Y New ReplacemeM Repai� Rebuild ,_ModifySpece Work in R.O.W.
;,�`A�fp�� �pr ������..+i�^a�:rv� ��� � � � � i�
. rt.;� • �,,•�,t,W.�f,�:�;,;.;
M4�o�::;��;,�v ''' � '� 't;'
a;'�:.�i'�";`;:.jj+,`;-�J,�k"4�.a,�'a;S;,��+'�a;!';`;,�.,":;•�� DescH tlon of work:
�r>`���"��:;<:`„�� '��;�;W�;,�`;�����;,,;�>:y;�°;;,;�; RESIDENTIAL
;�:.n��,;�, •..;z:?�:. .;,i.,z:�.K�::�,,,,,�>
?%`.,a�v�C�,;g';f+:';,TNf,:a:�,hi•., .,,�.1✓6,;.�,.,4;, .
� �� .�.�;`,,.�;�"��;�,,:;�;k~""`�,.,�.;.iY.�;? Water Heater
�'�',(�Ju'tiry��r��:i/'�f��nl::���.��.ji.`tiy�i:�n.Y����� �a �
y '%:4 I" •�.'::.�.�i:^:i?
ater Soflener
ri.��MY1��N�AiP,�1�I;4�p�•��,W�'y:;;;�w.",r �`n�'(�AA:
t;„a,+Y1Mll�l;il��.... �yXf. J��'� 14.
;, . �,.�'fr�l:ay ',,•, .��°:,.f,;s„''::�, �awn irrigation(+„RPZ/_PVB)
'"•��'°�i��Y��� 4 K Add Pluntbing Fixtures Msin/ Lowe�Leve!
,,, � �"T„�r.,: � .r )
•'.i"ir'���i�'•�^•'V•aIC�A����'r='•'��U;�;��:�P;��.���•�: SeptiCSystsm
�'+-' �4`n`4�'�yny`�y '�fY;'���..:.'.'y..;�X4'i�'��w.k .
�"Y 'i� p �M
;��:.+ ".,�. a"��.,'�: �.;��: '`��^ Water Tumaround
.J, ""ir•:.; ..,��+',�;�:i �.:y�,. ,;��.,
'tk„a�e';a.�,a;5:�`�,>,...��s�..�,.p";�,��s,�,,,:;"'i•. New
, � ; . y. ..y.�.,a�,., —
, :i^"'...'.`'a,brg;.c,,:;:M��:y,:!ii. 5,.:.tr 1',:.r
'.y;, ,G u.......a•*,r.'Y��•,v; :i:,,:�,`�"";�•;� ..
;'�`•"ti�yi:�;�:;y;:;,��,�,�.�,,,-��;W��"�?s;���,t� ADandonment
•.�r.::. ..r..,,•a„ ,b�,�:• ,���,,,�,
RESIDENTIAL FEES:
$60.00 Water Heate�,Water Softener, or Water Heater an Softener(indudes State Surcharge)
$60.00 Lawn Irrigation(inGudes State Surcharge)
$60.00 Add Plumbing Fixtures,Seotic System Abandonment,Water Tumaround!(indudes State Surcharge)
"Water Turnaround(add$210.00 iF a 5/8"meter Is require�
$�15,00 SeptlC�SVS em New(Indudes Courity fee and State Surcherge)
TOTA�FEEs a�,0.'_. ..
CALL BEPORE YO DIG. Cail Gopher State One C�11 at(657)4540002 inr rotectlon a ai�st under round utility damage.
u
Gall d8 hours befpra you inte�d!o dig to receive locates�of underground utilitie.s,,�o�herst�t�onecall.ora
I hereby acknowledge thet this informadon is campiete art�eecura,te:that the work Will 04 iq contortnance with the ordin8naes antl cOde6 of the City of
Eagan;that 1 u�de�6ta�d this is not a permlt,but ony an applicstlon for a pem�it,and work is not to start wit�wut a p�lrmit;that the wot�c wlll be lo
aa:ocdance with the approvod plao in the case of work v�►ich requirea a review and approvsl of plans.
X d�d`u-� !�-d.� x iC'�y�jl�"��'
Appllaant's Printed Name Ap�lcant'a Signaturs '
. . ; . .y... �, �.�.ii.�....a...,.•r•:ri...�• .�.,�....,�r..,:.....�.i.,•.: :1•.•.�. •�..::.....�. ..;f� •��a:.°:i' '•2�y7 'R•.� .i.`�Vqiil:i.6,tr.p'I dd''±\� :'�Yv��° .
�,W :q. .7.: ?.a.. ^�.. il �M.. �!h 1:�Ce:F:}.�/� .y1"i �.iiT.' .1�:�� :ti� .�A"'vl.' �•�fiA�4i) .d�ro �.P':.,:�d�,1. nY. ��:,�t�r.�;y'.d;:i �i,...
.y,.;r.:..,..1•?!•y..�.� � ,��".:.,.:•:... :....:.. .. .�r.,°,'•�:,V.',r. ::...,�,,..:.�r� ir;.+�;"' ��.,n �'l ,1.��" �i., ..+,r��, t.,,.w�,.^$y;,7:�t. :;l;:f�9,.
..: , .
�>�� !� �tw,. .Y,, rd. ♦•':e� .� ..V:�J••. I.
a, �.:...�:1. r^�i , �,�.. i,�',,:�hw...;t.�rj.� ,,.o� :!�^ ....�.;„.�..a..: �:1<if,l.ir.tr .Y,.��.,:e..,r,�..r.,'4"� ,ap.
7�IJ:• ,'w,.an •..�Y�f� ew"� '�!,F.'a.'" �f:'�. �71, }:i.�e ,,.�..9�5•,:: ,.,�i�..,.. . �.r)
.,�a.;n..,.•, M1,,;,
r
,tl.. A 1, .i>N ' ..�� �:.i�•'i an, .II4••..., '.�',
. ,. , .� . �., ,.,..,, rJ.:�y' �' '7'"',��J. {:;., e"u'ie'y.l �M n,Y
��' �� � �:^\�'::•,w,\1.f4(.t<'I p yi .17'�, •:Zk.�: 'r�?.� :'A. �;9y. .:'��r•'+ 4>p�y §,•�. i� ... n.i�'�r �hl�tw'•�y�'•aY�•��.,�
^S u�ik"11'..rL�'1,,. A�9'.�ha, 9�t"Qk'�: *:'4K.: ,A��i�.pr�,�Y�.t1�V� ��Jr x.�i�.�,�:n�nt`'r��^'kWr:���'7�� Mµ'. k:Y. •r,y'd"'e•:.4�� •i�. ..d...;..
,r�: :''�s�,„. �.�a ,��4..:v,w::;,� ,.x:,an• �+.r.,..,a...r.� ,��,. ;,���^"�>?:r.��� r,=--r----": =�}�„ .�+..
rari'7!! ..7S�T.�Y •t., "�:(::, :ek,... x., ++��y�t�r�"'��. ,���� r:•r.
,
`.y �.
. !i •J..Y.. ,.dea..ra �.e �..•,.,.,
..�.::' ' p.���
Y.:..... ..^il��..::�q.K.�...�..�;t. r.��fr����°`• v:+t�'��.nW..;. y���Y. :.l':i��,�t..dw. nY,dr��°.1�• ..•P'm�:!i'.%�:i•.��� .sla��i �4.i'��J. �1��i/ �.i,��r•
.�.�. •,� :.W'..;'n ,.;+.7,fn ..,{W. .IA.. ,n��y ,i�n',,A��;n.'• '�l.ti" ,P%V:i .,� .ii.�rk,,. �6 .N. +VR,.,.,��ir� ,S,". ,.w r
�l�• ;•i'�:, ,.Y'.s"' .,.7:.� .,�5;=s:..v. �4.:)�+ . J.'.nb,....'k. rk. ,�.,�? .dv. F?>:'i^^'e,'.,�:.s:•,Y.
l,9"}.'y'.'n:,r...�•.y..�.. 7?,•.r'.� .i;t"�i.::.� r ..w.:'•1„�,.�Y•:?. 4if::;t: ..i�'� 5e".r. �C•r�4 ^T�.:..,,. �.Nn. ���"'.e
, �. z��.., ,
..e.�c,d,w�'.,S,s�.:e.., P:� , 'r.:�t .,,..�. !:, 'Y'v.:�. �4,.r .;:+.,,�....,,. .,'..,.
a . ,..,.� .;:bq �sxdY4�•.��'.,.i'M �,.�.. a,�. �, �J . ,�, v .p�"W, : . . ,r....�,.r, . °�
+• � , ., .... ,r>., , 5:.raa;:�'�;',,.�4%�7d'�'.n.�`•�' .,�.`i�'d•`;^arxvr-�'ti;;:��i>`o':�q,k.:�;"•',K �y'�,53"•"�'t�"' �"��:CI���?'`� t . '�'a. ;;r.� •1;
. . . w�,....�,r .�i-.r�.,tr,.�.G.h.>'..,1,y �p o�Y,' M d'. �y� •�71.� . ��"�� l:!\ J� �,��„J,:"9".,dT�4 Y. ��:,�. ti'r:.p
� ..1Y:. ,� � . �'.A'�l,d::� ...: „ ,,," RJ.`;'+ µ ,�,�,,� � y �'�":ri''f:r`n..Y��S' w.:b,,_,C,.",.:...a ;jty;,,.�':�,„..r;ra,
TI�:: ••�!,��;�,��',''_..1e11'pd�lf'�I�JA�i„M�+Y;,:.¢cj�. !��,F:,•: �:�t':r,5r.�,�;��''���:5�'�'tt�a:. '''�'�!�5b�'.0 .rt-���• � a. kt
, ,. � ,.�:::., „�r ������ ',
,ey. �...::�v. '�•., r:i,.«... .,.z,� .��i�'�7,.:� .4.;�1�.,, ,•x�•'•.Y•.; °.-Yfr'�';I�.,G:;r:�?C �.a.... "^'�•a:. ,r...r�'�ati",:�" .:Rr., wti�
;,X�x''"r'.IN.rv;S,j�,,,.1,� '1:C;,�'*'Gl..�'"'^,Ti;' .a• .i'K,.�1.�.'r..tn �,V.. 'A::H �;�:'. �'xi•'�.rq, 4.k��,...7. ",k���. �'x +r:
:Js x' ,a� .�. •9r.3��; �a. b ,��N":�1: •.1.i.,da •� >., :ll'` r.0 1 �4^: ',:.ir`' •pP:p, 1:'�7:r"' ::�,.. .�y.
:��.vli: w'T�:::',��..�/•U eJ•�.. 5�'..'1te.;.::4�•. nil, ��„� :��� 4'•1K"1' w. •Y' .��:ti.:.� 'v. .A"Y�b�l'''": ,.Rn.
.i �. •M�.�!!',;•x,r: ...a; n+,�.:n�;:i' .��.. �.;;; ltl����>.�s•.$•�. '.: •:•!': ..n.4� !!,(w�.Y.. �.�Ivii Y .{ 'I:Nf�:W Y Ylf nY�
.�'�• ,`Un�. .rP>�;: f%!, rJ ;'L•..e ;f, ��+��!;'',•:..r.'.. .r:�..v °.w., ��1.•.•�':,.u.^:i:e.
� ` .
� ' ,..',.'. ;,.. ,,.y.�, .�.,..;nl:• <;h."•°eo. �r.v ^w,,� "',i%: y�
�': �y4��•"r. 'r:no. .v i;:�x;.,,.��. n'r" ,v' °.•'lCf;4.r,+'i� :u•, ..��,py,�.; ,�«;.nw,,'v,'�,«: {..n:,.,,w:e.:)••:':rx{fhtitar�;
.�:'t. ..y.e ,�•'' r: a ,i w�,"�, y ' ' �� 7 c S.
�.y�y �� � /y �Q �w`��. '�4�'��r��. y':4�.✓�:(.s. .I;.
�w`•. e:��-� t.: :�� w. �..� . .
�]y� ~r��� v.',t;Y� :�i'; "f,'n i?•{Iv,;B:'�' �^,�."'' �{7� a#��� ,e
y��������"��•�':`�R�• r f.�''�:t�.��3���,�.Ri�Tllur..�i 7i��{l�cp�'.� ..My�"::!,7����4'":e'. .,f'��: �J��.!;!.� '`•'�i .
41°)
City of Eaaau
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Use BLUE or BLACK Ink
For Office Use
Permit #: / ✓ / �C> �C''
to
Permit Fee: S4/& '
Date Received: 1 0' 1' ' r)
Staff:
2016 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 10/17/16site Address: 1321 Shadow Creek Curve Unit #:
Name: Mike Peterson
Address / City / zip: 1321 Shadow Creek Curve
Applicant is: Owner X Contractor
Phone: 651-208-1265
Description of work: Add a 3 .sin Porch
28358 ""
Construction Cost:
Multi -Family Building: (Yes / No X
Company: Champion Windows Contact: Tim Wolf
Address: 5100 Hwy 169 N City: New Hope
State: MN Zip: 55428
Phone: 763-574-2054 Email: twolf@getchampion.com
BC449672
License #:
Lead Certificate #: NAT -20968-2
If the project is exempt from lead certification, please explain why:
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:
Mechanical Contractor:
Sewer & Water Contractor:
Fire Suppression Contractor:
Phone:
Phone:
Phone:
Phone:
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
1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that 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 Building Code must be completed within 180
days of permit issuance.
xTim Wolf
Applicant's Printed Name
SUB TYPES
Foundation
Single Family
Multi
01 of _ Plex
DO NOT WRITE BELOW THIS LINE
Fireplace
Garage
Deck
Lower Level
Porch (3 -Season)
f ' Porch (4 -Season)
Porch (Screen/Gazebo/Pergola)
Pool
WORK TYPES
New Interior Improvement
)( Addition Move Building
Alteration Fire Repair
Replace Repair
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%_ 100% y )
Census Code
# of Units
# of Buildings
Type of Construction
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation Foundation Before Backfill
Roof: Ice & Water Final
Framing _430 Minutes 1 Hour
Fireplace: _Rough In Air Test _Final
Insulation
Sheathing
Sheetrock
Fire Walls
Braced Walls
Shower Pan
Reviewed By:
Siding
Reroof
Windows
Egress Window
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Accessory Building
Demolish Building*
Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building - give PCA handout to applicant
PO
I
131
I`1
Meter Size:
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Suppression Required
Final / C.O. Required
?c Final / No C.O. Required
HVAC _ Gas Service Test Gas Line Air Test
Pool: _Footings _Air/Gas Tests _Final
Drain Tile
Siding: _Stucco Lath _Stone Lath _Brick _ EFIS
Windows
Retaining Wall: Footings _ Backfill _ Final
Radon Control
Fire Suppression: _Rough In _Final
Erosion Control
Other:
, Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
ct2-,
Page 2 of 3
1321 SHADOW CREEK CURVE
0)
0)
a)
Lot 10, Block 6, DAKOTA PATH,
d
zo
U)
O 2
F, C
py .E
-.-'
A c
O
F+
U
W J
r O
O
v
ap
0 , 0
.44
cd
1) a a o
O o 0
0
0
V ^C3 (1)
tr .„i 4
o O a) rn
O
a)
� 0
CZ E- 0
-N as 6 cp
rn
Fi
..) O
'4 (00 (0
T-1 o
ccs
�aloaa)4
0 a)
cd pp, rn ) o
p,0o (1) (/)
,0. 0 _
�
-0)
v01 Q) O U
_a) a)
•v•v—� ren ai
ti
0
0
v
0)
a,
0
0
a)
O
0)
Q)
0
o_
a)
0
PROPOSED HOUSE =
ts 0- iv c I.= 0 C a, a. gO
U = a) — 'V o vim.
C o m
0 0 «.
.
co a) -0 '- - a
.
gs
3 . , ccn o a) `en O X a) a) c
O c 4., E Q. TO O` 0 # O
o fn T N -c I N d C a)
�o c,;�no 0)-. E of
a— c -.-'
O O •C ..+ to C ..c a p T 0 0) O
— c o .o . J N -c a) rn >
c U V Q) fn O N T N N
>N� o -n 5 v `p„ O`
>, y — O -p C
CJ C
0' ..,, a) .0 'T N
p0O U N N
v�V)) Cy�0ci a�vOiOCcn n�
C = O Q) co 0 c 4) cn 6- 0 0
m f.ii o Z a. a) z a) n .0_26-
c c rn
•L T� E a)N 7 E . 0' a)
.= t dV 3cF- s M -9 a) 2 O 520- 4 -
0_
0
2,445 SQ. FT.
21.46% OF LOT AREA
w
d d _Z •
coo 0) WON
oo U
> II
II L Ld
Z
0 <
(!)
DRIVEWAY =
���110 VHS
-19H14 T
z
SA THRE—BERGQUIST,
a)
E co
a) 3 C 0 0)
E c.O+' 0
rJ C
cp>o
o E >0 N La
A
C .L
al O a)
a O c cn 64-
6 .1- -0
nv-
u).1-'0•- O O O
cNa.a.
a s �.- 0 0 0
mv)0a) L.. 0
0)0)0)0)0)0)0)
(1) (1) Q) a) (1)0.) (1)
0 0 0 0 0 0 0
CCCCCCC
a) O N 0 a) a) 0
0000000
00
0a
Qo•
0
V
tvs,ZtSrt,7
_ --__-- _..,,,
c-__ 34,,, ..
0., t:_. 'T --. CO /),")C
0
3 Cj m o �.
r C
_ ,
C
^• .
•t£0l
(L• l£O' )
N , BENCH MARK
TOP OF SPIKE
ELEV.=1030.61
0
.-'
co
U
O
d
1032.22 - TNH—Lots 9 and
Bench Mark:
(.;
N
c")4 -
co
09
N Z
co
r -
-
4_ tri
---ter--
v 1r\--11nn
v _L LJ I _Li i U
0.0£0 l=•A313
Nil 3O d01
310HNVN AkIV1INVS
N
O
d'
O
O
N
O
11
II
1I• O0
O
om-
630
O_ 0 0
o�I°I0 3
(LE)
)oa) aio-0
0 0 0 p 0 i
0(.OTr_D_l1–..,
U 0'0 "0 0
a) a) a) a)
0) 0_0 ac0n 0 .r0 a(0 -
Jp
n0000
L L L L L 4..
0
0)
o a
c0
w
LL o
z M
II
w
_J
Q U
0
CID M
0
Bearings are on assumed datum
DRAWN BY I
SHP
REVISIONS
8/15/14 Client
4429-068 (ZS6) :MU 4409-062 (ZS6) 3NOHd
LCL'SS MI '3i9-06918 I Zl 3 (y 'Z4 OYON ,Ut1(1C0) 3 005E
S2l0A311af1S / S203NION3 / S2I3NNVld
'Du' `I1!� �� sewer
o;oseuulyy '�!}uno0 D}o)1Oa
�Hldd V10Nb 0 9 �I�o18 '0 t }�l
d.LO�l�lmf - M i1faamff 2(Q
ao�
&3A�l1S JO aLV�L�D
W c,
a N
on
BOOK/PAGE
NONE
CAD RLE
hse2014\340324
PROJECT NO.
340324
°z
z
SHEET 1 OF 1 1
1321 SHADOW CREEK CURVE
0)
0)
a)
Lot 10, Block 6, DAKOTA PATH,
d
zo
U)
O 2
F, C
py .E
-.-'
A c
O
F+
U
W J
r O
O
v
ap
0 , 0
.44
cd
1) a a o
O o 0
0
0
V ^C3 (1)
tr .„i 4
o O a) rn
O
a)
� 0
CZ E- 0
-N as 6 cp
rn
Fi
..) O
'4 (00 (0
T-1 o
ccs
�aloaa)4
0 a)
cd pp, rn ) o
p,0o (1) (/)
,0. 0 _
�
-0)
v01 Q) O U
_a) a)
•v•v—� ren ai
ti
0
0
v
0)
a,
0
0
a)
O
0)
Q)
0
o_
a)
0
PROPOSED HOUSE =
ts 0- iv c I.= 0 C a, a. gO
U = a) — 'V o vim.
C o m
0 0 «.
.
co a) -0 '- - a
.
gs
3 . , ccn o a) `en O X a) a) c
O c 4., E Q. TO O` 0 # O
o fn T N -c I N d C a)
�o c,;�no 0)-. E of
a— c -.-'
O O •C ..+ to C ..c a p T 0 0) O
— c o .o . J N -c a) rn >
c U V Q) fn O N T N N
>N� o -n 5 v `p„ O`
>, y — O -p C
CJ C
0' ..,, a) .0 'T N
p0O U N N
v�V)) Cy�0ci a�vOiOCcn n�
C = O Q) co 0 c 4) cn 6- 0 0
m f.ii o Z a. a) z a) n .0_26-
c c rn
•L T� E a)N 7 E . 0' a)
.= t dV 3cF- s M -9 a) 2 O 520- 4 -
0_
0
2,445 SQ. FT.
21.46% OF LOT AREA
w
d d _Z •
coo 0) WON
oo U
> II
II L Ld
Z
0 <
(!)
DRIVEWAY =
���110 VHS
-19H14 T
z
SA THRE—BERGQUIST,
a)
E co
a) 3 C 0 0)
E c.O+' 0
rJ C
cp>o
o E >0 N La
A
C .L
al O a)
a O c cn 64-
6 .1- -0
nv-
u).1-'0•- O O O
cNa.a.
a s �.- 0 0 0
mv)0a) L.. 0
0)0)0)0)0)0)0)
(1) (1) Q) a) (1)0.) (1)
0 0 0 0 0 0 0
CCCCCCC
a) O N 0 a) a) 0
0000000
00
0a
Qo•
0
V
tvs,ZtSrt,7
_ --__-- _..,,,
c-__ 34,,, ..
0., t:_. 'T --. CO /),")C
0
3 Cj m o �.
r C
_ ,
C
^• .
•t£0l
(L• l£O' )
N , BENCH MARK
TOP OF SPIKE
ELEV.=1030.61
0
.-'
co
U
O
d
1032.22 - TNH—Lots 9 and
Bench Mark:
(.;
N
c")4 -
co
09
N Z
co
r -
-
4_ tri
---ter--
v 1r\--11nn
v _L LJ I _Li i U
0.0£0 l=•A313
Nil 3O d01
310HNVN AkIV1INVS
N
O
d'
O
O
N
O
11
II
1I• O0
O
om-
630
O_ 0 0
o�I°I0 3
(LE)
)oa) aio-0
0 0 0 p 0 i
0(.OTr_D_l1–..,
U 0'0 "0 0
a) a) a) a)
0) 0_0 ac0n 0 .r0 a(0 -
Jp
n0000
L L L L L 4..
0
0)
o a
c0
w
LL o
z M
II
w
_J
Q U
0
CID M
0
Bearings are on assumed datum
r
c
„.4
N p In I0
_ECL 5' ,m
Qou � a
u
c__
0
c .
F.
-0 a o NI
re,
v c a o0
vu
L
U
a
aJ
u a,
s o 0
a o n
7 7 M N
O Q
7.
H H Q
.0 _..... __- I
O 0,N
I
� v
_c / .0 of,
\\*""0
D
L p
N
.,__ u ::
0L2 O_ >
2 O w
il
O T C m
Ol rU
} � m
N
U 3 i� 3[Q
c v - v o o ° m .r-
t"), N L , g H
N d O
T S 6:
c kV
'. = J-. AMY c
U ¢m
N
C4 C N
a0
LU U
N T T cjN
COO
a o a o u x U1 3?0
a,�
E 1-"0" Q o O
M1:5 8 w
Z --I
c lJ v _ . Biu
W 00 m j
N L ro O '^ = M M °'s S
ip U 7,,, N v N N N E.c�
c E -0 a -[o
C Ui C Z Q N
1 m
o t �
x :�
v a
7 N t o 0
ce"2 '- '-' 0 ''.:' ,,''1'
E
VD
c o E
4 O >, y c
I'vi .- O O
0) V 1(1 to
L0 u m
,
i U
aO
'
u
O Y
H O s
:It
Y Gi °o_
F72,
.f N E c=
t y0 Lu v
Q U `1
Y;
C. u E
J o0 o z
O a-1 c c v a
10 0 ,O a
fn a .. .. 0 - i-1 m ' i Li-; .c Az oo v' o " Ai
1.J Z N M In O N. 00 O N N N
N oci U N N Or 0/ IL IL 01 Or 0l d N N N 0) N is 0/ N Or 6, Ol 0l dr N
C C d d d a 1 C a a 1 a d d d d Eo E d d d d a a E.
N
#
O
N
t
toO.
i
,• ',c,"A”ao �00000 coc00000 0000000cocc ov,oo �„nv„nvsv
,^Nr-,NN NNNN NNNNN NN ,',: NnNNN NN.,NN M,+'
F o0CJ
0O�vv0OC000000^.0 000c00000�.. --,...ocoo6,,-,C^OC
I
-• OO p pppp pp pp ppap
E>' O- OS000j0GQ-00 8000 00_`007505
,D,ON'LV ..,o6,C.5 . ..,v ..,.....so. Y...z. .. D....
cM
Q
S
S
O_
9
6.O
4N~ MMMQ,,,,Ta WObb�VT CM
,.. ,,,-. p NCNdM.==
bpp, � V,MT7?AVbVOVIVSTIsItt OCOSQCMCMC'
,,) .. . �MSVN .. .
.........PO,NNNNNNNNNN
d
a
FJT
if7i
-.4 4
I ,~�µ4-7. 1 ji N.�l � a , . � � �T �e ;1Q 1V�VI�ViV+3VV141,.:-A-4,i u
, ,,,
„..Q
h:�
m Q
ZN ,,,,,NVhoN,,x^°*,.. Zoe ,,,ccrA,I o- hN�N�mM ya CV
---,,,,, m,,r,QQ,n,, .'ooh _ hhh.. . ” --'-'
11 m o
F. ,-
m
RI
IIF 1
V E
F
' " nonon-.o"
(3v, gV,00 ;�NooNo,hon8 v, onoSnc-. ;n,o,rcNchoN h$ Mon .mv� ,..,- - otv.= s � E8E.- ^ NoNn ,, o,-, „ndhh --N ,,o .'m ,,INN,NNNNNNCI N ,
:q
3i0
aa
C, v S.a
a c:o
S �;U
a
x"NNn C-4ch- coo-ago^x,r Z - a,nr NNniM �lb'o
v vin v,Vro o,o�h rooxrno^ya 000--N adv vNi ���h r, f° � '
3 74 - -
3
'o E....a
xg
a c `_
pp 0,n p '/,d`r'•,nCo,n OON C,n O v.O,nOhON O.n Cv1�.,n0 v,0,n0,n0,0,0 GES
00� NOjn s8 0 Gs 5.., - ,v2,F, .nN
.7.,s g O V•-.z-4enPu t"Ov=M�EM,I.P,D.,7='„ ,O,nn NC t1Z
C ho O,P O—NNenV — r"eV+,M,�+fmmm MO^n N
n NNNry NNN NN N -',eN^.n VQV A
E'0
:',4 -Y N RPh,n ^.'vNi•.��O1;i.'2 5,4
—=..,..,,,,,-._, ,,, fes
0NVOVvI"r.m ~L'o . tEnooNn,'M -°g'4 V.O, ,n
ZV--.-. VVV.n v,vJv�V hz Z O,P R_OO=-.-_ VVV v,v„nV1
J y
- v
sE” -
'6 iU
G C
Q
Q
` �§oavo,F,K,SNg,F8,13 ,`000.00000vc.covoaonc
I
z
IE
M Ill ,O R CO (O
N N N N N CV #
Cr CU Ci N Ci Ci I
0 1
Use BLUE or BLACK Ink
For Omse Use
of
j perm / � -7 c.:7?
City Ea ,au I Permit Fee: 7 '0() i- ----
.
3830 Pilot Knob Road I
Eagan MN 55122 t I
Phone:(661)676-5678 I Date Rived. �
Fax:(651)676.5694i I
hmai-4J j,.i et.its`'f a 4i'(i lav .a►.to iso Staff: l
J
2017 MECHANICAL PERMIT APPLICATION
0 PIease submit two(2)sets of plans with all commercial applications.
Date: Site Address:
Tenant; Suite ft:
Resident/Owner Name: A kc. P s00 Phonic .(,Sl--2.d8 l26S'
Address 1 City/Zip: 3221 S Juldase Ctcuk Crxr+� ,,s fav S C/�.3
Name: SacLicense#:
Contractor
Address: City:
State: Zip: Phone:
Contact Email:
.. v•;a-x..,;-. ... .:.•.�um•a .. .___.:gym F,_ ._.�.1. a ,:_. ,,r ' .e+X!-.cm.,..._. __... —
New Replacement Additional Alteration Demolition
l'it5�1r ,s{iftfr ,iti►A1." •• -4►c.s. 13 ASa,
Type of Work Description of work: !• Qr f.+ar.
.. a_ -- roam!
NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City =
Code..Please contact the Mechanical inspector for information on permitted screening methods.
RESIDENTIAL COMMERCIAL
Furnace -Naw Construction Interior Improvement
Permit Type AirCorviitioner Install Piping Processed
_Air Exchanger Gas Exterior IIVAC Unit
Heat Pump. —Under/Above ground Tank (_install/ Remove)
M*.-5,(.f of 153 t.t
Other
RESIDENTIAL FEES
$60.00 Minimum Add or alteration to an existing unit,includes State Surcharge
49
$100.00 Residential New,includes State Surcharge =S TOTAL FEE
COMMERCIAL FEES
Contract Value$ x.01 �.
$60.00 Permit Fee Minimum
$75.00 Underground tank installation/removal,includes State Surcharge =$ Permit Fee
$ Surcharge
Surcharge=Contract Value x$0=0005
If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE
I hereby acknowledge that this information is complete and accurate;that the work wilt 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 peril;that the work will be in accordance
with the approved plan in the case of work which requires a review and approval of plana.
xmitii% eir_./L :1,
ill/14e /947E,tioett
x x
Applicant's Printed Name Applicant's Signature
FOR OFFICE USE
Required Inspections: Reviewed By: Date:
Underground Rough in Air Test Gas Service Test" In-floor Heat Final HVAC Screening
Use BLUE or BLACK Ink
For Office Use i\� I
Permit#: 7LS411111.Cit ofa. al / Cr14 '
Permit Fee: "/ `r'
3830 Pilot Knob Road
•
Eagan MN 55122 Date Received: -( I►
Phone:(651)675-5675 ` I
buildinginspectionsacityofeagan.com Staff: I
r
2017 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: Unit#:
Name: Mike Peterson Phone:
Address/City/Zip:
1321 Shadow Creek Curve / Eagan, MN / 55123
Applicant is: X Owner Contractor
Description of work: Deck 6 `�� g- /J�
Construction Cost: $8,000 Multi-Family Building:(Yes /No X )
Company: J �"I Contact:
Address: City:
State: Zip: Phone: Email:
License#: Lead Certificate#:
If the project is exempt from lead certification, please explain why:
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
Fire Suppression Contractor: Phone:
NOTE:Pfaff ito4st���l�ts hayo 5: redrto* rd f�R o F i
rnlfi ation may ash � d
rdr .. ..:,t .v ..�s�. .,.fi_ .'.1.> mss.<,5 ,-.. < '.s „N ..�. ..., •.',. _
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.cityofeagan.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.gooherstateonecall.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.
r 1
Applicant's Printed Name Applicant's Signature
Page 1 of 3
0 eEek_ Oii-e-ute- -
13_ 1 / O W DO NOT WRITE BELOW THIS LINE L/g
SUB TYPES
— Foundation — Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family)
—
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
_ 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 4 5S0 Occupancy L, lt- MCES System
Plan Review Code Edition v44,0( SAC Units
(25% 100%y) Zoning ro
City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction e ( Width
REQUIRED INSPECTIONS
Footings(New Building) Meter Size:
Footings(Deck) Final/C.O. Required
Footings(Addition) 4 Final/No C.O. Required
Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test
Roof:_Ice&Water Final Pool:_Footings Air/Gas Tests _Final
Framing 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS
—
Insulation Windows
—
Sheathing Retaining Wall:_Footings_Backfill—Final
Sheetrock Radon Control
—
Fire Walls Fire Suppression:_Rough In_Final
—
Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: 411., , Building Inspector
RESIDENTIAL FEES
Base Fee
Surchargediiit#0,ar,1
Plan Review0
MCES SAC i f"
City SAC �J 1
Utility Connection Charge
S&W Permit&Surcharge ! 0 I /
Treatment Plant I = ..ci - 3 s---0
`'
r
Copies
TOTAL
Page 2 of 3
ro to ro ro ro W ro ro 1 ° ro ro ro ro ro ro ro ro ro ro ro ro ro ro o v 'in
j ! � OD V OVI 1a W N Z !�
N O :D ac V os *n ,?1 'G A w N O -. c : : I w YY
U C 3
c
w
7ro 1n I
` m
K
nI
111111111
1111111111
yip_
11111111!
0
s c
iiiiigi;
ru- i- i
I i -''
IF
1111111111101
� IIIIiIIIillIfll1
y ii v
1111111111111 - _.,'% 11111111111111110 _.,. o.
--i ..__.
v� IIIIIIIIIIIII:
C
ro
FT-
U� g.
o 1
1
m
I k\
N $ I
CD 2�' ;
�j :ate �I
I
&)
11Z9-069 (ZS6) :MI ri09-069 (ZS6) 3NOHd D}O6BUUIW '/�}Urlpo D}O)�DQ ,� w N d r
cess om '3i}NSNN(18'011 3UI15 zr OYoa uN(l00 I oosb 'H1Vd V10i100 '9 )I30I8 '01 101 m Ul w 0 W o Z • ti
S210J131121f1S / S2t33NgN3 / S2l3NNVld IY,LOS?TllflllDf — OK! lIlQL110A �i(1 _ I'd
i U M Z O
LIOi aN D \ W\ OZ <o pn cZ w
cul II!H sauue runs �o �� n ; m a LI
_
GO
0 L" �' C �' aoi o c a' a o „....0 c U .-.- N)
.�' t, 4*.
` o .o= m › ... E00 .,.., a) m
(a >,-0"
f. N ss c = 0)_ o h = c " C C Q) d UJ o)
GG;i i, O R, = N o 0 0 1 0 y o ! a N C O p� d CV CV
a, a) ao N 2c � �' a E � 0 � 0 0000 Q
� 'L p+ a al O 3 " Co 2 •••-• � . X � � a' c C E a 0 o
= y., g a) d Z • • 0 5 c 0 c, o 0 ? o o a. o al N"0 a 0) I I
I-- O 0 F,, , ii t o v-7 a a' w o «� 3 C— Y I I
0 +� Vi N E a rn 7 y i