2241 Wall St ,� Use BLUE or BLACK Ink
• ._... t .5 /y �i�. r----------------�
. (�L- ��Jy�--� �� �� � i For offr�use i
� �- — �,��c�� C� � � �f- �
C• �� �� ,��� � Permit#: �4��`7 / � i
lt� of �a�a� / ����� -. %�� � ��� ; ��,���
�,�// ` � � Permit Fee: � '.,, ,,� „',rt �
3830 Pilot Knob Road ,� �
Eagan MN 55122 ' �j ���. �� � Date Received. i /�~ �
Phone:(651)675-5675 1 1
Fax:{651�675-5694 I SfaPf: I
J�'"�� �`���`7 ��" �----------------�
2015 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: f Z Z- 7 Site Address: � �`'f`� �1J'74 L�. S i-. Unit#:
Name: � Phone: �
Resident/
OWner Address 1 City!Zip: €
Appticant is: Owner �Contractor
�
� T pe of Work � Description of work: I'� � ��.�.�,�+i.- �Pr^^� �--�c
� y �
� � Construction Cost: y��L Multi-Family Building: (Yes /No_}
� ,�,.��.�,� � �.Y.,��. - ��a -�o z -3 z�
� � Company: I��-r����E4.s �M !�c!��a�•r. Contact: �So�. ��� l�
�l�rk-
Contractor � Address: a��0 t,.�, �;� (�n. �t 2 City: �,r2....�s�i��r- �
State: ��-Zip: `7`�J 3 Phone: �t7^3v o a EmaiL• J O� � ����� � ��"`'`#'�� ���''`
�€ t�
License#: k7L— `"'r Lead Certificate#:
�,.�..� ,_w..,�.��.o.��5.6�.� �
� If the project is exempt from lead certi�cation, p�e�se explain why: (see Page 3 for additional information)
� 1
� _�.�..�....
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
�
£ In the last 12 months,has the City of Eagan issued a pertnit for a similar plan based on a master plan?
� �
� _Yes _No If yes,date and address of master plan:
�� ,�r ., L--�� �"�
Licensed Plumber:_ J'�1�(�vFy-� � �w'"'�� 'ti`' J'Y Phone: � �ti ' 3� 3 - (o�Q i�
� Mechanical Contractor._ ��-�1�b 2 ��� Phone: J�� � �� ��� b�J
� Sewer&Water Contractor: __,S�b�3��. ���- Phone:
s �
E NOTE:P/ans and supporting documents that you submit are considered to be pubtic infor►rration. Portions of
� the information may be classified as non-public if you provide spec�c reasons that wou/d permit the City fo
� conclude that the are trade secrets.
�,..,��.w.,�,,,2..��.�� _�.�.e,�.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651 j 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground util�ies. www.qopherstateonecall.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 1 understand this is not a perrnit, 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 Bu ing C ust be completed within 180
days of permit issuance.
x � 0 S�P�� �J � ����,�A
Applicant's Frinted Name can Sigr�atur
Page 1 of 3
OO�T WRITELB�LOW THIS LiNE �������7..�
SUB TYPES
�undation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(3ingie Family) �
_ Single Family � Garage � Porch(4�eason) ^ Exterior Alteration(Muiti)
_ Multi _ Deck _ Porch(ScreeNGazebo/Pergola) , Miscellaneous
_ 01 of_Plex _ Lower Level _ Pool _ Accessory Building
WO K 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 appiicar�t
DESCRIPTION
Valuation 3�Y 9 �'o Occupancy iQC '2 MCES System
Plan Review � Code Edition 00? SAC Units �
(25%_100% Y ) Zoning � City Water /i s
Census Code /0 ! Stories j Booster Pump
#of Units / Square Feet 34� PRV
#of Buildings _�_ Length ,��' Fire Suppression Required _��
Type of Construction _�_ Width ?.Z=G��
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:�c Ice&Water �f Final Pool:_Footings Air/Gas Tests _Final
� Framing Drain Tile
�tF Fireplace: ,�Rough In �F Air Test ,�Final Siding:_Stucco La h +�Stone Lath Brick
� Insulation Windows
� Sheathing Retaining Wall:_Footings_Backfill Final
� Sheetrock � Radon Gontrol
Fire Walls Fire Suppression:_Rough In_Final
� Braced Walls ��._ � Erosion Control
�� Other:
Reviewed By: � , Building Inspector
RESIDENTIAL FE U�rcry �� �.1.'L,�C� /G+� 3 /Y p'. �
Base Fee o'�53n � f=�.r-, �,,,,4 L 3 �4�� !6�9 ��� ��� �.
Surcharge s r � �,� 3,�r� e�� ?1 /7/ G�� d?
Plan Review /G�� J r �� 9
MCES SAC l�. , A,, GG?�� '�O'� R� �Jj3 �5/T
9 �
City SAC (JN`6�N'Q jpAsrt Q /G� 1� ��� �D
Utility Connection Charge ,�l ti�y oJ q pMt�tL� G�1� �,;
.�--
S&W Permit&Surcharge r/1,o�v7 po�,GN� /D 3@�d� � J�
Treatment Plant ' �,,, 3 bYS �"
Copiss �' 17 r C/c. �,O,J �@ �0`"� �------ a 7�
TOTAL �Y�' �k I '
Page 2 of 3
�. ���y��
� , ,:�
�
New Construction Energy Code Compiiance Certificate
�'�,� k A
Per N l 10 L8 Building Certificate.A building certificate shall be posted in a pennanently visible location inside Date Cer6ficace Posted ' � � �U���
the building. The certificate shall be completed by the builder and shall list infonna[ion and values of
components listed in Table N 1 l O1.8. ��2���5
Mailing Address oPthe Dwelling or Dwelling Unit City ����jem �
2241 Wall Street (Babcock) Eagan, MN �����
Name of Residenfial Contractor nIN License Number �
Vennehjem Building Corp. BC108964
THERMAL ENVELOPE RADON SYSTEM
"� Type:Check All That Apply )( Passive(No Fan)
�
a �,
� '
�' � � t�lcf�c�e(t�'it&,�'nn urad manairte�r t�r�.
° -cs > � � ��
o � 3 °' — o °' ath��-syst�ir��rreonitctratt�d�utc�):
� Q C� 0.�1 a�i U � �
a y
ia o y � � y ? ca �
House area 3415 Sy.ft. '� �Y o � � � o w o �,
� � � � � �
o � o .� � o o � o 0
[-� � Z k. w w w � a, a Other Please Describe Here
Beloa Entire Slab � � � f�'�Q � �� �_ . �
, � , . �
Foundation Wall-unfinished areas/utility R�O X Thermax(e�osed)
Foundation Wall-furred wall areas R10 X �-t/2'in ferted stud spaces
� � ; � _ � � . _�,,. �� � , � ;
,�.., ,,,
�Perimeter of Slab on GrAde,�- % ,- , ` �,;:_� v�, ;� �� � � � � ��, °� � �� . ��
Rim Joist(Foundation) R13.4 X interior
RimJoist.{l�`Flaor+} ' R��.� ' = � ;, inter�ar ,
wau _� R19 X
e����,fla� ; .��. R�t4 �. �� �t�'_���
Ceiling,vaulted X
Say Win(IUws or cant�leY@t"Bd�T�BS�, �„t��'�, ! . �� �=` � ;�R30 Batt Insul.+2^SPRAV FoAM � �
Room over garage FLOOR X
Descrihe okherinsul�ted a�eas ` `
�ndows 8 Doors Heafing or Cooling Dutts Oufs'�de Conditioned Spaces
Ave.U-Factor(excludes skylights&one door)U: 0.27 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Ccefficient(SHGC): 0.31 R-value
MECHANICAL SYSTEMS Moke-up Air Select a Type
A lirwnees I-Ieating System Doinestic Water Heater Cooling S stem X Not required per mech.code
Fuei Type Natural Gas Electric Eleetric r���e
Manufacturer L�11170X , RHEEM LENNOX Powered
M�1'95UH070XP36 ' Interlocked with eachaust device.
Modet e RHE-RRO52-2 13ACX-036 23 Describe:
��,t m 66,000 �'��iry in;50 G�1 �"�"�v' 3.5 tO�t other,describe:
gT�: Gallons: Tons;
Rating or Size;(total)
xeat T'1,934 Heat G�n: " 24,$ Location of duct or system:
Structure's Eatculated �5�
AFUE ' 9S% ? SEER �I�:O
or
HSPE°!a Cataitated ; 24,96Q`
Efticienc caoii k�i: Cfin'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 source heat pump
with gas back-up fumace):
CombusHon Air Sedeeta Type
Supplemental Infloor Heat: Bosch-ZBR-3+ 30,000 BTU
D o/'�ti. x Not required per mech.code
Passive
X Heat Recover Ventitator(HRV) Capacity i�efins: Low: 73 High: tdS Other,desc�ibe:
Energy Recover Ventilator(ERV)Capacity in cfins Low: High: Location of duct or system:
Created by BAM version 05200
Continuous exhausting fin(s)rated capaciry in cfins: N/A
Location of fan(s),describe: Cfin's
Capacity continuous ventilation rate in cfins: "round duct OR FLEX
Total ventilation(intennittent+continuous)rate in cfins � "metal dttct
Created by BAM version 052009
� +
�.�aa� �hort F�rm �°":
fi��te; .lan io,2016
; � ���re l�r��r�� � ��
� ��� � � ,;r���
� �, � s s
For; BABCC�K
22�1 WA�.L ST., EA�EN, Ml4
� - + , a
_ , _ _ }� _�� / _ IMilfiratlon _
Quts�da t�i(°F} -15t� 88�� M�hod Simptiffed
insicfe dD(°F7 � �T� �Cor��t�tia�qc�al�Y Sem�-t�
D�ign TQ{°F� M
Insi��h�ty{°rb) 30 50
Motsture differer�ce(�llb) 32 40
HEATING Et�UtPIY�NT GC}{?l.tNt3 EQUIP�NT
M�ce LENNQX Maka I.ENN4X
Trade T�
Maiel M1.1�5UH070XP36B Cond 13ACX-0.'i0
Af�RI re� Ct�! C33-31
AHRf'r� 8310�91
Efficiency 95 AFUE Efficiancy 13 SEER
Ne�ting input 66t?00 Btuh Ser�it�e coo�ing Q Btuh
Heating�tput f30t)0 Btuh Latent c�oling 0 Bt�
Temper�ture rise 50 °F Ta�a�cc�ding 0 B#uh
Act��r fbw 1191 cfm Actu�a�c flarw 1191 cfm
Air fiaw factar Q.4't� afmlBEuh Air�ow factcu O.Q47 cfimJBtuh
�p�$� 0 in N2C) Sta�ic pr+ei�sune 0 in H24
S�ce thermastat _ l.oad,set�i�hee�t�fa 4.95
RQQM NAME At�e� Htg load Clg�ad HtgRVF GIg AVF
tft�I tB#uh) (Btuh) {Gfm} (cfm}
LOWER LEVEI. 1653 4421� 1#349 733 �33
MAI N LEVEL 1762 27648 140E}4 458 658
Ertt�re Hou�e 3415 71934 25353 118i 1191
Qther equip�ads Q Q
Equ�p.� 0.93 RSM �
I,stertt cAOlirtg
TOTALS 3415 71934 4960 1191 1191
C�Icula#�on�appnoved byA�CA to mee�t all requ�r�smerrts afi Manu�J 8th Ed
2o�s�wate��a
�- `�-wt�hts�ft` �tn�u unn�sei�ot�t�.tt,t��u�ts�e ��e 9
c. CACtcr�p GaiC�M.� Fmr�tEb��as:s
�+�m�c�n�nt G�n��ruct�ons ���: ,�,,�,�„�
� �`rttir�e�+c�crrse ��:
� � .� ��
' s • • �
F�r: BAB��I�
2241 V�IA��ST., �ACa�N, MtV
,
� : • � •
Lo�atic►n: Indoor: _ Heating Caoling
Minn�aolisJBlaitte, MN, US Indaor temp�ture{°F} 70 75
El�on: 912 #t C?es�T�(°F} 85 13
latitude: 45°N� Rei�trve htxnrc�ty(9a) 30 50
Qu#tioor, Heatin�' Coolln� Maisture c�fference(grtlb) 31.5 40,2
pry b�db(°F} 15 �889 �M } �Mett,odon. simp�ified
Wet�bulb{°�� - 74 Cor�truckion yuality S�mi�i�t
w���t�,any o o ��r�a�s o
,
Constr�fon c�scrtp#ions . ar � u-wuu. msu�R �tma t.oss c���rra c�n
:x e�,�,�r:� �-x,er,, er+n►� au, euar e�n
Wa11s '�
12E-auw:Frm'w�,+�!e�R,pl2"wood t-19 i�a,i!2" n 180 0,068 19.0 5.77 1ti38 1,08 195
gype�u�n board irit�M,2"a�6 �►ood firtn ne 38B O.U68 19.0 5.T7 2228 1.� 418 I
e 9T 0.0&6 19.Q' S.T7 55�9 1:08 105
�e 4Q3 0.068 19,0 5.77 232d 9,08 436
s 259 0.088 19.Q 5.77 1493 1.08 2�
w 436 0.068 19.a 5.77 2516 1.08 472
mN zsz a.oss i�.o s.n a�sa �.oa aza
a� zs2�a o.ose �g.o �.n �as� �.os 2r�a
8 h.poured R i4 ;81rt.pot�ed conaeCe R-10 r� 18Q Q.341 10A 28,9 4827 5.42 86B
P4N�Y� e 77 0.341 10,0 28.9 2235 5.42 42Q
se 378 0.341 10.0 2$:9 10931 6.A2 2Qd8
a 2a9 0.341 10.Q 28.9 T�98 5.42 1331
rv 7T 0.341 40.4 28.8 2218 5.42 416
' tnnr 13 0.341 10.0 28.9 377 5.42 71
a1 Sb1 0.341 10.0 38.9 27490 5,42 5154.
RIM J015'i:RIM Jql �.^ ��.� � 35 O.i}5fi 13,d' �t.24 148 4.53 i8
8e '!11 O.t154 43.4 4.24 �4T1 0,53 58
sNt 47 0.�0 13.4 4.2# 199 0.53 25
rnv 92 O.Q50 13.4 4.24 390 0.53 48'
al 285 O.Q50 13.4 4.24 120d 0.53 150
ParHdons
t�?
iMrtdows
2�Zing,c#low-e aitr,s�gas,dad wd fin m�tt c�Ir�,114"gap, ne 10 0 4 23:7 228 22,8 219
1/4"tMc 2 gletzitig,t�low-e otrt�;air�a,tisd wd trm mat�tfr innr; s 37 0.2� 0 23.7 871 18.6 681
114"gsq�,114°thl�1VFRC tated ii(S� �y gp : 0 23,7 2i3T 22.8 2053.
a� 136 . t} 23.7 3238 21.7 2953 .
2o�s��oa tg:sa�a
�'�'�`Wt'��1��' F�gh&$ude@ lkai++ersai�13 98.0.�RSE1119A$ f+age 1
G. Vkt tt18i4,E�Ct�t`�Eat�p C�C�MJB FttxrtE3CC�`�S
. • �
y2��.t�' .t�r layu�-e�,�.,t,��..p�,vni fmt rr�t,y�t�rr}�nnr,y1�l4'q�) ,�1g1�4" �• 2qQ 0/�.2r�8@t/�y 0p 2ry3t},7+ 4!}7�$� 22p.$� 45Q6p
U.i�dt.L •t t pi�A N�p Wii��� }������M�YI��f it�k 3l.r(.i s i� V.Ls}i�FJ Y is�Jj.Tf is�Yt�pt .�*�f�i.Vw #.�.V/��}a
3t�& .. l��tt 1+���T � � �}�.lr.y.@�1�+ � Lr�r7.gt qG�+�}4T Ws�,�t �is7�1qi*t�
� ���� V.&Gi�l � G�7.t j7+7i� Zi.,� ilL'7e7
t� �3 �. � ��J.� ���� �,� °��'�
� 24� � 0 23? .. 23,l3
2 g ' ,�!r k�ar-e c�tr,a��,v�s1#rm rr�t,��tnr,11�° il4" � 3{� 0.2T � �'2.9 #�A7 31.3 J40
tt�c 2 ,c�k�wr-a�r,�' ,vn1 fi�rt r�t2��nr�ttd"'�p, _
�t4"tt�1V�'FtC rated Fi{��}.3�)
2 g ' �yc:��`o�{u�att�,u��i�'qas��>ywj��npy�y{. .yt�y`N�!r�r�(,J2d�'°�p#,y1l4$"�t�y�;2 w 18 0.28� i} 23.7 �27 3:�.d 6�1
� f �A ilLfit k T,�n Y?S!�i 3 R�4}iR !C!tE 4 }7��7°.E°'4 tf�n t!kry � .
NPRC'ta�t���}„��
2� dr bw-e outr,�gaa,t�d+mS ittn mat�t#r innr,i14"�aP, rnnr 49 0.32Q 0 27,1 i330 22.7 1114
�1�"�C`� ,G�'�t}W"0 flt�ta�f�t�WCf�fttt tT�C�1�'1T11 t
lfae�P,1l4"thk tVFRG�r�ad�t,�}
2�,c�r bwrYe CtRr,air�,vni fi°m m�,dr iu'u',1t4"�►,1f4" t�w i4 0.(�� 0 23.7 332 22.2 311
wc Z��rg,dr io�a.oWr,,r�,vnl hm rr�t,cr 1r�,1r4'�,
114"thk NFRG tiEed�31?
1 t�t�.Doa',wd�ctype ss Zl fl.39Q 0 33.1 695 9.7a Z05
11 P0:Daor�md ptu oore type aa 21 0.�9t} 10.5 24.8 518 7.25 152
nw 21 O.Z90 40.5 24.$ 516 7.25 152
, a1. 42 C.?.90 t0.5 24.8 1Q33 T.25 �
Ceilin
�:��.��� r-a4 r,s.� 1� a.an �►.o t.�t a� �.o� taeo
F�oors v,varx. stiAl�
218�24�8D�ao�'�t�rt d�'Y eaA,�ir�ins ccnr,� t=i Q ins 1653 t}.01 T 3.0 1.44 23$3 0 0
Ft Aowr,�rm ik,8`�S, �r fmh.�orwl 110 0.368 43A 2.Q6 226 0.31 34
qr�tfsMered ar�a r-13 +1b�ps t-34 fioW C(r-43
=..,.�...�-
2oia.�wos��
�'�'W �' �y, ��p 2t11�4i�3r.0.,a.t.�!fi,�UC1�18�9 Pa�b 2
5�i���1�iV �WLi�ii
�e��i��t��n, �akeup a�nd �c�����t�c�r� A�r �a��u���i�sr��
Pleaae sc�mlt�t�ne r�app� of a mecha�ai fcr�aaw
� �11 ... ,.,,
� j
��
�� .. . . . .. . . . .
���l, `�4�ew*r� � ,
(Datetnttlw qu�r bJt���t N1104.�ot�'►11-1) t.
�lII {.-_:: � . , � - �;
BsWnant—iMtMMMd or wMinl�l�d}
;~ To�l n�kad v�o�t
hNanoer a�a�ooms y � �
$Ot�1q118
V��IQfl �10l� � �
a
t�tY(Mi�IMt�Y�!ar E�1t tE�tl E'�u�t ony
�-�Fn t�taf�kt�it�nat 1pa,�d cat- t;oMhuous tt�Mhp t�nr
�� w ,... Car#kwoua t�n0 tn . t t��
�; �, ;� p �
_ , �, .
Ssc�fwn C � ;
Va�li��F��f�+�du�
� �auow Tow V�n
8s�tlon D
C��1�`
8�on E
t...
, I�kaup�r�'vsn�t�
i � , -
.�.1�
r�aaa.a w�n�an.u�i �� �r.ao��.f� :
, u f l�!!
Lcc�on a#duct vr sy�sm v��+'�raka-c��ir:o.�enh�a iran m�.�o�.ra�t�e
t�tn ��nct�t�.�� �` ,
$�tbc�f _
��;�t1�,t�E'�N'C#�tl��0i1 , : •
htot ' , ,p�r m�d+� _�'I�''
(� � � _
.� .
t�:Irrstrudlor��nd iacarespEe ars a�v� at a�d:� BuNdhp �#►+
sulxnit�at#1�tk�e�!upp�lon a��m+�het�pMtrt�tt t�n�vr�to»strut�orn, Hddt�cmei iQtrns may tre d�wrrdonded�x!�a�
trt�t;IMNrsv.d u�.rt�t.0 tr�ta�t�rtt�' . pt�un:
, .
N�it�.1 Nlechanic.al ven�lativn requiremenl�.;4 mechanical ventilatian system shall be installed that meets the
requirements of this section.This sectic�n ct�vers t��contin�aous and total rnec�anical ventilatior�requirements�or
C�WE��ICt�l]T1I�Y�C1�I���It?Ct��S�t111'1'1@�'��tt�WIt1���`C�tl'T1dfiIC fi���I�l�GQtlf�l�lt?I1S 1CCOC{�t�t�tt?$£�1f)11 N1�.�.$.1�c��4t� C�1�}��@�
l3�&,�I1 ur��nishe� b�sem�nts,crawls�a���,and le�els s?�all be pr�vided�u�th a rninirr�um ventilatioc�rafie of�.t}2 cfm
per sqyrare focrt,or a r�inimum of�rr�e supp�y�uct and+�ne return�uct,The sup�ly and return ducts s��ll be s�parat�d
by���-hal�`the r�i��c�naf dirt�ensic�n c�f t�e basem���to av�id a�hort circuit of t�e air�irculati�n.
��1��.2 '�'�t�l v�n�i���tic�r� ��te.'I`�e m��h�.ni��1�u�ntil�ti�n s�stem sha�1 prc�vide su�ficient�utda�r
air t� equal il�e totai v�nt�lation rate acT�rage, fc�r each c�ne-h��r peri�d�e�c�rding tc�Table N 1��}�,2, or
Equ�tic�n 11-t, ba�eri on th� number c�f I�edre�c�ms and the square �`oota�e t�f conditioned space,
ineluding t��basernent bt�fi�xclu�iing cc�nditignec�cra�vl sp�ce�. F�c�r heat r�covery ventilators and
energy re�overy v�ntilators the average howrly ventilatic�n capacity must be detennined in
considerarion af any reductiQn of exhaust or autdoor air intake,ar bc�th, for defrast�ar ather ec�uipment
cycling ger HVI Standard 9�0.
Equation 11-1;
Total ventitation rate jcfmj = (OA2 x square feet of conditloned space}+
[1S x(number of bedrooms;+1}]
able N1104.2
otal and Carrtinuaus 1�entifation Rates{in cfm}
C���� umber of Bedrooms
�
nditioned space' otalJ otal� otal/ otatj atal/ ataV
in sq.ft.j ntlnuous ontinwous nti�uous ntinuous antinuaus ntinuous
1004-150C1 /4Q 5/40 /45 05/53 2Q{6Q 35j6$
isoa.-2a� ot�a s1a3 oo/so �:s1ss �o/s� a�I�3
00�.-2��� !� slas si�/s� sx�/�� saol�o :ss1�s
501-3L�00 � /45 05/53 ' 20/60 _ 35/68 50/75 165J83
�1-3 OQ,/50 1Sf5$ 13Qf55 45j73 60t8� 75J88
soi-�000 �.o1s� 2s16� �ono ss�r� �o/ss ssls3
�:-asoo��-�� 20/� —�i�s/�s zsol�s :. �sls�- so/so ��1gs
5�?1-500Q 30/65 45/73 160/8E}, 175j88 '�/95 ' OSj103
s-s5oa aol�o � �s/-rs 7o1ss s�/�3�� Qa/saa lsl�.o$
��o1-c�oo�� � � �� so1�s� ���ss �� ���sa�� �, � sl�s � sal�o��� ���s��.�� �� ��
1 Conditioned space incfudes the basement.
2 [f condi#ioned space exceeds 60Q0 sq.ft.or there are more:than 6 bedrooms,use Equation 11-1 from
Section N110�,2 to calcufate total ventilat�on rate.
. � � �
�..a_ .�.: 2.�..�. _�,��_ _. �_.e _���� �.�._._., . � � � �
EXHAUST&�'ST�M�
�"
TAI�1.�5Q1.3.1 � �
P}�t���Ut1Ft�Tfl��'t��isdlt���AK�t}P AtR�Ai�Y���XHAl1�T��UIPPAE�T 1�DW�1.LiAiGS _m �
s t}NE Q�t td�U�.T1PS.� 04��OFi MULT'1RLE QN� MUi.'ttP�.E �
l�#�1�RVENT� �Ati- iSTED AT�OSFHEAIGA3.l.Y A: SANEAlCALI,Y �
t���'f YENT APPf.�A�dG£S A#�[# 1fENFED Q,r1,S OR O�L VENTk"D��R 011 �
APPLIANC�S Oi#Nt1 Pf}WE�VF�1't}R APPL�EA�fCE{�R t3NE APPl.lAN��$QR rt
G4ddBUS71i?N DiREC?YEAtT 801.iL}FtlEL 8��.it}FUE� s �
a��+�c� n�acaa�ac�s° a��u�uc� ���u�rcc�s� �
t, Use thc aP�Priatc colxmn to�t�mate house inf ttr�tion �
a pressucefactat{cfmds� Q.1S 0.{}9 0.06 Q.03 �
u
' b. �#�fic�or sres(st}{including unfi�shed � j�. «
�
x
Ssqmated h�se infiltra�c►u(cfrtt}:(la x lb] µ
.;
w
` 2. Exhaust cap�city �
r�
� a oont�nuons c�ist-anly ventlEation system "
a
-' (cfm}: {t�at appltcablee to t�tattced venEilatiatt /t//� M
w aystema auch a�a HRV� ;
a
;; b. clott�dFyc.r t3S t35 i35 t35 �
.. M
C. $�10e1�8CC7th84IStT8t�Tt${C�ltY�:(q{�8�tC8= N
blt if recirculsting syatem or if powa�l snakeuP � .$ rr
air is elt�rfr.�tiy 1c�ocked�nd tnatchtd W ;
c�shaust} - v"�O "
�
w
a. so�b og,�xt I�esc axhau�rsting{cfm� c� j/jf x «!�= y
applicRbki if t�tlat�ng g}ratam ar lf pawsr�d n�app�able "
malceaF aIr is eitctrir,ally Iucerlackexf nnd N
' mBtCt�ed�eathAl#st} +�
� a
_; +�
k Tot�I eu3�ust caPec�tY{cfm}. �,/�O� �
� [Za+2b+Zc+2d] ! "
M
. .. . . � . . . . . M.
� �. M810E11p!4i?�$t}U1tE1T1CCit N
� . . � . . . . . . _ � . . . . � �Y
' a t�al axhausc rapaciky(from abore) �` k
b. cattmated hause 3nfiltnrt's�s{irann sbove} ��.� µ
Y N
M
� . .. . . .. . . . . . . . � N.
M8tr�7ig Air Qusnttity , �� "�
{iF veluc is negati aa r�tak�p air i� ""�' "
N
.. . . .. .. �. :. � _ . . . . M
a. �M��,��x o��s��,�co T�►����.a.a Ntr�� �v�,+� �
� _ : : #
�} ~ tkc this cdwm�ittheem ue ot�er� a euao�phEricatly va�ed�a a<wt ap�e�if tLa�r�e� ��. "�
N
� �` �8C 1�S.00�11NB�t�1CIL'��OAC�$El^�73�CS{�X�811i7iS�`t'YG1i�A fr 3�4tt1.�IC[�1�RG��1K�C�:Vl�ICI���'R18�1�0 b6���tf�. . .N
� � Uae Mia oc�ww�m if tl�ae i��xmosphr.�catiy vmnted(other then �att a ai1 Peir�e#aYr�m�ane satid t�d�. N
'' '� [Js�driseolu�ifd�arcaremultipke�pk�iicsllyveaasdgaswoUappli:�o��eainga�vent�Ift�rsuoat�ptwricalq+r�oa�i�asv=�tsppliances a
� and�lid hact a�ptia�s.
�.
� � � � , °
' � . . ,
. � � �
� ' ,
�
� :
� .
�
�, •
�
� �
�>
�'; 2#�9�11t�iAlE&�TA�IEGHANtGAL�C3t'�� �5
�°
, • ' . „ . .
`fi�t�2�3���;�:��'t��x�'�Bt�zta����C�[��
� � °, �ta� �s : ��. �%[JIZ�A�J�EtT. ,
��m � n„f'/�1W1+ TiA� i.✓�lew��
/�T �� Q'�8��r
, �an A� ' ��ir�£��r=; 1� �..
{t�t� j 8� ��€ � t�� ;
�N ,
._€�t�Od .,,.���l� �...t�l�t ��,....._._BGz� I
�
��.ts� ', � b �rtt
�t +d��bt�r#G�► . ���?� �� ' �p,� �
Tha C14S �it�pe�es is c�at+o�t�by oods, • ' .. CJI��tcknr���� �
De�m&t�Ak per 1�1otX�AC�i}' ',
De(8t�1�CM v��8�a++e#�een�aer��cr T�e E-i f#�wi�t Me�t�sf�b{KAtR'Met�Od�. £
tt#t�c ye��cansirucl�+e�rr��s e�tsr�rn,use tt�ettmd 4�{�ttlard 1�4�tod�.` ;
�ne ` Y�for Ct�r���Air. _ ,
_ _ �
�tr. �t�ia�,d
"�4�i�htin�af a�t c�e���(D0�7 GOt�T"t?�C�1r�tTf APPLtANCE�) 3t�pul: � BGY1nt �
t�e �ca��7a�te�-��a��t , vy��y} Ti�v: C�' � �
�cAS i�b�mn.�►Sl�p���+�TRV Ufen nc«�doar opear�s a�s ne�ed.
�CA$ �t!8����t t�r 17�V�rn Qo to 8'�+S. i
�
� 14nown Air�a�u+f�e{KA�}Me�+aO
T�i��rt i�of�i�r' �u!pawe:t ae�t�n�rs ;
aee x
{DO tiOT CQtMYf DIRECT ilft�'f AF"PI.IA�CES). :�=.�--�{� i
,
t�t��n-X�ad Ap�c�#►Tab�t E-i�O f�d RVFA G:� it? `
�Sd�mt Fa+k A�d{FtYFAj �
Tt�i$i�►'it�#�tw� iaQ �.,�_B�t
� Ap�no�s t�m inTt�t E•t q��d i�VNFA:/�+��tEll� ;
�l�on� �ad#�I j
'� 1�1�{TRV��E�A}RYl�A �V� +_,�...,_�� �
�C�lS'i�bi�e�an 9teP��C�tla�P.�wt IRit tt�+saa aa�tdoor , �ae needed. ����'�j;
lt CA��{��is 2j�It�t�an TRV�s ga�STE�5. ;
#he�ia aP : < vo�un��N��1 r�ar�vok�me. �
�
Ft�io�CAS ti►�Stae��S�s3j t�+rkNd t�r'tRv{��'es ar��b� t�_ � _ '
;�lk�Of�}.
f�=t��iiD RF;1-
�alc�e�e dRQaora�n'►a�aa�aN�on ait i�#ro�o�e<
�t�'i�t�f�fi�o����e�e�{F�CGEP�'t}1REC71tEl+lT} I�t',�,....,Btu�
�iWn 1�r�d�►�£�
'�8�hr bSr�4 dlullit p�it� CAflA��,.,_,,.f�t#�t'per in��_,,.,,�►3
. Gia��ti�n�1�. _}
�
tt��tlt�G�t���'�pA t��t�d:b�i RF �txn GAt�A 5�,�x._.._- � �
Game�nn A� , ,O�m�(GAOD� ,.
C�t}D=t.i3� by tl�c s�tuue roa�o#1�wrrs�A CAt�D=t.t3 x t�nirr�n CAQA=,�..�+n �
�I�d�sin�ds l�i t�ii be�66�t�!tu��g�FlRl1E oe bk�dca tast, Ec�w ,tn S�'rcx�344,
382 .
'- • LOT SURVEY CHECKLIST FOR RESIDENTIAL ����7�
BUILDING PERMIT APPLICATION
� PROPERTY LEGAL: � ' ,� �,�`� p '1�;- ������ �� �.
DATE QF SURV : �[,�r/�
LATEST REVISION: /�`�I/�
d
� o����( (..a,,,�-�� �`� �
� ,
_
U
�
o z a DOCUMENT STANDARDS
� ❑ ❑ • Registered Land Surveyor signature and company
� ❑ p • Building Permit Applicant
� ❑ ❑ • Legal description
�p ❑ • Address �2.��1
�,�° p ❑ • North arrow and scale
.� 0 ❑ • House type (rambler,walkout, split w/o, split entry, lookout,etc.)
,,�' 0 ❑ • Directional drainage arrows with slope/gradient% °
,p' ❑ ❑ • Propased/existing sewer and water services& invert elevation
� ,,� ❑ ❑ • Street name
� ❑ ❑ • Driveway(grade&width-in R/W and back of curb, 22' max.)
,,,e" � ❑ • Lot Square Footage
�7 0 ❑ • Lot Coverage
ELEVATIONS
Exisfin
� ❑ � • Property corners
� ❑ ❑ � 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 utiliry trenches
�' ❑ ❑ . Waterways (pond, stream, etc.) �
Proposed �
�0' ❑ ❑ • Garage floor
,� � 0 • Basement floor
,� ❑ ❑ • Lowesf exposed elevation (walkouUwindow)
� ❑ 0 • Property corners
�' 0 ❑ • Front and rear of home at the foundation
PONDING AREA(if applicable)
�'C7 0 • Easement line
�H p ❑ • NWL
,0' ❑ ❑ • HWL
� ❑ ❑ • Pond#designation
❑ X7 ❑ • Emergency Overflow Elevation
!a' ❑ 0 • Pond/Vl/etland buffer delineation
Y � • Shoreland Zoning Overlay District
Y � • Conservation Easements
DIMENSIONS
�0' ❑ ❑ • Lot lines/Bearings&dimensions
�}' ❑ ❑ • Right-of-way and street width (to back of curb)
fd' � � • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
,j�' ❑ ❑ • Show all easements of record and any City utilities within those easements
,B' ❑ ❑ • Setbacks of proposed sfructure and s' d setback of adjacent existing structures
� � ❑ • Retaining wall requiremenfs:
Reviewed By: < Date S�
G:/FORMS/Building PermitApplication Rev.11-26-04 � ��/�J
f .r , _ •� /� F �
, '� WALL STREET � ��� ���� � ��
� C ERTIFIC ATE 4 F S URVEY
For: Vennehjem Building Corp.
Lot 4, Block 3,
WHISPERING WOODS
NINTH ADDITION
Tree Preservation plan Pre House Proposed Post House
Development Construction Tree Preservation Constructio
Const. As—Built Post House Const. As—Built
� > z o > z
> � � c? z > c~n � n z
POINT N0. ELEV. TYPE DIA � v � w � N v � w �
91 943.8 OAK 9 X
23 95 .6 OAK 1 X
92 9 9.8 OAK 1 17 X
9 9 4. OAK 11 X
9 9 94 .3 CH RY 9 X
93.6 HRY X
94 9 7.6 CH RRY X
4 8.9 9 X
OFFSITE TR
909 940.3 CH RRY X
910 941. OAK 13 X
911 940.8 0 ER
1 940.4 C Y X
1604 9 9. H Y X
61 9 . AK 6
Preliminary Tree Certification
During a site visit on January 16, 2015 all significant trees shown and designated hereon
were present and in good health, except as noted in the table above.
. x
0
The house as been staked. Tree fence will need to be placed outside the dripline of all significant
tre e saved. Fut e rading and construction should not have a negative effect on these trees.
By: Date: �' ��O' ��� B y. Date:
Harold C. Peterson, MN L.S. No. 12294 Signature of Owner
Scale: i"=30' Page 2 of 2 James R. Hill, Inc.
o rn N
rit9-068 (LS6) �XV� 1�09-068 (LS6) 3NOHd •o}osauu�W �(}uno� o}o�od 'Npu14py }{�,NIN } y 3 o Z
ttcss N�r'�r�nsrwne'ol�3tlns'tti avoa urinna��oosa So00M �NRI3dSIHM '� �I��I9 '� �o a m ' � ,r� Z � �% � $ �
SNOJl3Aaf1S / SN33NbN3 / Sa3NNNld •d.xo� 8u�ptmg tua[qauu A � � � � 5 � �o � M W
��V� �I I�H �� S a�p i r * ao� � o � W � �� o� W
• A�7lialis �� W1i�i�J�Llia�/ ° � `� s °- �
M
Y
U
O
D � .� .� C �., O m
,p .� .«� �+ d- .,,, N 3 I�� cfl O N
� �., N = � �n
N � � � ao = N � rn � .� � � � � c orn c � ���d�- �
N � �- o � .c c v ,c>,� o � o�-p E � � � 0++ � �C st �� �� �
� � � �" � Q" � "' i '° a°�i � � � � °� o � "o � O-� �j•� �
� � � a � � Z " � � — °'"_ � v°�i rn � � � O � � � � N O
3 O �" +� �' � N cn = � � � o v � Y a � �� N�Q� L. � � I I
� O p r"' (n � .�- � s � s c c � � -� � � N O �-p"D (�j'� p. 11 V U
� �j' �' �' �,.�" O � J � � u� � n. n °' T � � ,1 C.� p�N N N � C� p
Z � O � � v c c a� ` � -v � a> � c a O � t� tn w- t� O p m —
L��+ f��, N O • • 30 � � o E o `? �� `o � °- � ° cn,L�+, O O O O I L m
� � ��+ � O vi � � s °' v a � a a� ... ac�i y � 3 � �� � d n. d S �v-
W � F'i L/� 'd ''� � ^` � � a °' N a� `� � � � � � O•X O O O O � � � O li �
a �", � W c> cn �. � � c a� c a� tn (�� N d a++ a � a O U
N c�j �,"� � ��,., � „� � a o � � � o o � `L�' ` .L m s a. t n c n u I m t n t n �n c n c o o� O i.� m 3
� � � .r., O p � o •- ..- cn s o p T v cn o N N N N N N N N o �
� F„� U] � �'y o= C -'-' � � � a) -N+J+++++�+,+J++ a0 V- N +i � �
f-� '� �+ �" �j O c o � � �n N � � � >, aNi a�i O O O O O O O O � p�N tn O �
'', � O N N � cn Z a� .� a> °� = .rn o y � v — N C
vv CC CC CCCC rn (n N
� + ++ V � .0 V1 � . � E ` _ � v0 .� ,.- .� � �,°�, p� O N N NN NNNN �� � >
� � L '— L U a. OO �- L � � O O 7
� M � ►� m � o a�i �° > ` �° � � v c c� � rno �������� � a O
+� N '� �' ^� V c� o c> >, a� — c� a� -o c \ � v C� 2 J � .�.J
� � � �+• �O �-�i -� �" o- �f �p� o � �='� � co j o � �3 � �'a 'D � '0 O
V C f� � N � = N O U �,L �
�� O C N C1,'d *' F, v v o a�'i -°o v�i a�°i � o-� v�i � � ai � °a� O O � N ai v�i u�i t�n p
� m � � � � O ' c N � o a�i c�n o c a� � o 0 o O O V p O O O O p
.N c�C � E-, � `p m n�i T� z o- v°�i a�i Z � N �.� � °� ¢ O r7 C p O O O O�
vj � w �r '''' ,� _ , o c os o �v 'x o..--° .c 2 QO �X� � . m �da. � d a
� ++ C � +, c� N cd y, � .c o �3 c�i c�f- s ��i a� L o n.� ,-�
'd � O '.. ~ `'' p � p m
'd () +' a,, v� � c0 � � V
� Z � � � � � � �� � �
O p i, b ,� � � � ,� t � -� o �
�? ; � 7 �
Qy Q ,� � � � � '[ Q Q� � { � �
U w� � � � � � � �� . f � � �
O +� � �
� +� � 'r" Rj ''� � � � �
Z �
� � � �
W F ° ° �5 � a.�.� � ,�°'� "�' ' � `'7
A � p„ �' � �c° � •� � �' �'� �' �
� p �, A.,� •� �'-' � � � � „ �7.� � c°� �, 7
a�
E-' Q �' � � � !r � t'' � ¢ w � G�D
� � v�i �-+ r' � � � � o
w = � � �' O � a � � e� a�' "t c� M �
G� Z � � � v, � a� "° Z � Z ��
p — � a� � � ov � \ �; w Q
aZ � bb ,� ma�iin � - oAp � � �
� N ''° �
� �
` 9s6 � �
� � \
\
L~i e�`�\ \ •�
� J �
v�i ���d9s6.. ��' \ �.io o��9s � o m
-��,b�yo���� ,/x�� \ 6 ������ _ / �
� ` v
� �Q � . ,� y�ti�8�� �^ °\ O �"" �v
� � � � S�py � a��, � � \ u �� �'� � �Y
a � � � � H�S�x� 9 '/ ; ���o��. �� \ '��0�9� .�'�s� o� �� �j �
� � C3� Ss� ' _"► P�-P�� ^- ._ l � V
co � � rn N ' ���,.o``� � �,�, � \�0 ��� (1
� O � � O � � OSG ,,� ss'` �,,� �• i •� 1-�6' O1 � V � �
N = 0 �� ° �g Zss � ��i ;� ;u '�1 �/`
� � '- �6•''t� �� o� � \, � Oa�1�cS� � ` 00
II NN Q II � � \ ,� � � o ,�! sJ a0 � �� �
� � oi = � � � h� g �h �•�- F � co
0 � j � 9�6� �� (��h.; ��°�� � �bd'b _ .� ' ' \ � � � �
� I
� d O � � \ �l � � ��,..,.� � �h ��,� \ 'a°i°j �9��,! -'�--.�11� ��``-��ps,`4 \' ! � \ +
��, �� � � � _ �� �,� ��� � _ 6,�z �<<s� ,n � � �
�s,� 4� �tij. - rsJ�,p �p_s�� �� �a� �� S \ \ �n�, � ��
�»--� ~� ��" � o'\ �'� . ti 0 —�'t � � � S�
�e� \ ��\ `�x��, �` << p�,s�y�j �,n � � C� O w
. � o J asa� o J
� �.. � _,�� � X �., � do� � �,� cA p w
� `�'�6� \ ►' \ \ ��bj�� o, 5 �'a, ( � � �' �
� �. ,` z 6• .� ,� � H
\ � �'� Q. � � ssa, ���,, � a� \ 0 , � � �
` �� � ���Q•• ` \ � J � � o • \� � t � �, �
s�r �'0 \(s � � �' �v�`'d `/ \ -"� �*� �-2g 5 5 6 �����,� � Z
� s �, �` � � 9 0 , �,.
1 � �o�`�'A' 6��s � �Q,��'`� �� � O\�� as �`,�, 95 �.'�� 9`?6 9�297� `�'6' ��iI
� �� 6 \ � � � \ > °' o, ��14;� , � � 3
� �� 9� �— 5 ,b�;�.`�� �,�-� \ �4��21�.�� 3 `o�a;' ,��� � g� � vwi
ro i\�� ��� �'" �} �G 95�5 � � �� ���`f1� �'
�g rn�o
�-� '� °' • � �� � s�� u0 �g�'� �s� �9�,y o�`• � �
�' � 8 � \''�—/ �� �- .� � �'1� ,5� �'���,� � z
�' � ��N � � � �g°�� �,, \ o�' \ � c�n
�, '------
�\ �� _ \ s � N �
�\�9�,s ��5�''� �, ' '`' �� ��� �°'s \
� � �� °05�� ` � �o � \ �,t� � � `'� \
!� � � N�0 , _ � ,� F
\ � � � � � �f
n � �� � —� - , �
�6 � , � �. � d � �, � f
`V ti 99�s� \ � \ � � X rn `�/ � � �
p� s. �iy — _ * �'� �- � I
�\ — _ �� �
�i" � --- �' �
� � ��
, '�`��8 � \� \
�
� �r � ��� f� N
��� �, �
��� ��
$ ;z �€��-,- _ , o c ca �
�� o� s.._ � Y � — f R
m � ���� :: g �<-�E 3 � �' o ��
-2 g��� c� 'v� � o>
N— � �
� �•(q m �fi2'3� 9y��n � Q� W
� i a �b o o ' V � N
�o b Q W � � � N � c
c �°° ��,=°S � � � t� a
� N .'Q2 $$58 � � � �ro�.
� ¢ r��F � a o .� �cfn
o �
=Y
O
Z r
=r/�a pa� �p
O 3�0 W
� �u'i S�}:� O
o= ��� � Q
Ow . �c�i� m _ �� o O $
w m cd
c> m'a� � �� m ��
oi�G V � �t7 ;� {�� V� g aw ; ~ �
o�� � � "'� ��$w,c�� t"i�$ "g3 "� zO LU(J ��d
^vc{ rn $ 3� PLL� wa�r�i�`a'ti m¢ �� . ¢o F (n �=a
F�� �^ wi o� ��o ��m�ar�n0 ci ui� a�g � �g s� J �� �
tp ,n z¢ m � wJ
ayo� �a o� �S� ow� ol�/oo�" � � �
�Oy� Wp Q� S6 $(Jy 20,�y�?O� � �� �W� F- �..�y � WU
2 6< '3 I-W LLtdil� ¢OpOm� � �� u� >� � �
OZ � a �
¢Qwi^ �< �� o Ynwo3 ap�s�rI�u � �p� _p� "��Fn J �
625�� 26 =V t�9 N ��� G�O; �q0 �F t T Z �O a '
r�pi �3 � �� �a� c�#a��$� ,yp. aQ'w ��� �� ,. ��
�i'wwz zo ��' W� ?�� Siwuoi��s � Z� �W�� �9
¢Yain �aq z+� � }°��+t� �S�a+� o °' m¢ "�O� ��. y c�
S�a i m $� `£� �h$o m�a�vr � �o �i�.i-o � a< `� � � y
�i i m�s b�w
� s
_�� � �gm ���
� N� am�
_
� � �
i �., � °� w
i s.• . �
<
i r. Z °<w� w
m
i i � o Z�°�� o� �
i i � o � �o�gm'` �� � ��
� i i. �15� +��j � � � �wq �� � � ��
O I I ,-. �ES,U Q �J Q � W � gy�US ^F- N r ��'�
m I I Wo ��� '�¢�g � W � �y4J y �o to�a �� C� ��da
� I I�.... Gi� Ztll� (�_ .�'.. Q ¢4 V¢ UQ W NV)
Y I I,. '�,. �� C i Iu1-, S =0 � � ` W tJ ul . . � �g K
� 1 .I ',, �� ��` m t8z .� � e�n � � � J w��
I f�.., z zwo > >w m o.= Z o b W ¢ x
�¢ =a r� y= � � � < � � a
o � I x �a c�s� < :tui. � ¢ Z ��s
u 3 J ,Q m
F ' �,., ..,... g�z u�i;w � z o a. Q � � .
a- z .o;-'+ w
w 1 i•, �.. °°g �ao9 u5 �� � i� I.�L � } a .z opg s3i
'� ( ,. �f43 a�`xg' � .mL`� � '.i:..; � g k�iy ��
� ��... �� �� ��m `.x 3 v� �� a o �Cu1
't � i.y-,t 'NIW.O'.L ��
��w � $la � ���
%N� I I: � ^�go
: �
��o V t,...� � $z
Q � : .�� � . zl� �w
�� I f• N
��g I (:
�Y�
r�
�wo
��3
� �
c�i �
V 3 s.3R�.8
� �a
2 a�'� �?� 3 v3�w
� �W� � _� 3�0 ogi� � � �g�n g . .
��o �r �o i�5 �'a3 � "�ociom`o cic� o
y$� qg'" �m �aua0 �¢q 400��=? 00
� -'�� "' � tuw�v" Wiw a o�nNo�p�SFR i
� b�O � � ¢�uM �av � ��t�����w�� Q
¢ ��w i �j aa
+ ��tv � ��� ^..gZ�F ¢m�i�cxj�mm y
Q �i$� � � mc>< $om�b i'$7da��¢'Q� Z
�w
, — o�
F'�
za
� �3
��a $ � O ° W z�
���� � � � �c�� ] _ ° ���
q � ¢�� �� w �� J <�
O uai m z ul _I �3
i
�`a � � Qd
.. zw�� m��w �grr�. `�a mQ-�yw S I _
Q�u
��Sa ���� AW�� ��n�i � � �� �� I- ��O¢ ci ci �0 � ¢ �
�'�'� m � d� �g�-
.� � oz � m�ow k' �w oLL�� aM
O�� � � /'� �/� u� �_ og=� w � °j� by$�
b2yµ. � ..� L b,� Y Q� ZZ�� 3b m �V �s��U�
Wm0 ' '- , `C � �� lljLL m mQ O Q � SVvW
�o�`� 1 �,.,, m $ �� &
30�� � � .�,� � � 8 a
�o I . � �
i�ywo ( {
I I
=w�� I �3� sa ��d`�"' z�gr w� t%
��W� I �I�� °4 w� �`��ww" ��7i� w� . .
S�a; � � �w� o� ����w�pz o'�� �=' �� ('� �
zo� r i�(� �¢ r m {{� �¢
� ..' D4� O� �OywF�-U D�ya� �� . � � r y{�
4yy FW 2Q�SN0 (��Q ~ u� (� m �W
� � �>3 U'y a���Oy wqa �� . �a 3 . c� Ug .
s %Q ¢O `�_
I . �C�1� Y�S ��WQ�F 0¢ 2{�{� >�y �� O Yq 1a�
I ��I �'d6 W' �' �U'tny � � � 2�T . U jm tl/ �O g S�
I I `�a� a� �¢w��d �� a¢ o� '~i� �g_ ���mgw
I I �,3� F axa<g °� o �r� �� �� � ��Ko�°�� m
$�z�S
. �" 1 ...1.. g�� m=�`S°3 .�'n w . J i-d+' z�3w.e°3d°3aa � C]
o Q w �,_ Jp�¢�0�
� � � y O �¢ W . � �2 Wa6 tlIQW
� ' Z K � 4 =� Q�F S W S¢ ..
... `�' �'
� I '..I, � � � o �a �'A��3���U� ,,S
' .' (� ¢u6l LL4 �-�n�Q �0.3'� •�• tn
� � 1 , � Z � <3 s� $''�a:m3�:�o . �� J �
I I .� -''u � m' Z Q o
o ! '' � � � �� � � �� W W
�a
w � � w
� �� � ����' ¢� a� � �
J i , � ici ��0� LL� � $ �� � ��O z�� ��a:��� �sm a � Q
� 3 �a N¢� aw ^in �� � k�y Q�� ro�°��� Z �
I I S� �y `S�� N v0$ 9 �`'� w $�' o V;3, ��-�ZQ� 3 Q �
I s3 Q� t�u�io 0 0o m �I3c � ��� �� �� �w> �� g ` O [� � ',
¢�i s�� � � �� a" u13w � ��= � � - .. m $$ ;} �a"i a'a C. . � LL.
b� a 3 a ' m� . _
;p �n�i I �d a�i, z ¢ a '¢� z . �> Qa <c<i
�� �� I �� ig ao� m �� < . �W w� .. -... �� Q +y
iw p a 1 1 y ww ��ux � o � �� 3a . z .
�a ¢w� I ��� l �-� ao awx A 2mScs � $<z �; "w � ¢
QW ,w,o= i ,,I �� LL¢ �c?di' �= LL . � Y�����i�� 6
�� ��� i l g��8z���<
�� � aJ�
�wa � y �
�'3 � �, "�
? � I ! �' _
� � I I
I
" R
�
.trAt U33�X3 Ol LON �
&
O
2o
N
Z
a
s
�
�
�
�
�
,y
Clt� of�a�a�.
Address: 2241 Wall Street Permit#: 129473
) ✓
The following items were/were not completed at the Final Inspection on: ��� /�7�/ �
� n 3 �
���� ��� �'�� � �� � $ " ���, � „��
4 � �
� 1�,� � � , r �rw .deti« . �-�- �.-F
. ..�._. a � . �. �. . . �
Final grade - 6°from siding
Permanent steps—Garage
Permanent steps— Main Entry
Permanent Driveway
Permanent Gas
Retaining Wall or 3:1 Max Slope 1��� ���- � �,�
Sod / Seeded Lawn
Trail/ C�rb Damage
Porch
Lower Level Finish
Deck
Fireplace �,,� f � ���
/ }Z- � � a
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
� �Building Inspector: �_ �
G:\Building Inspections\FORMS\Checklists
� {
� ��� � �3
��V1�VVED
By' � �
� J /- ���
Date:
Eag�n Build'+ng inspeCtions D�vision
PROPOSED SEGMENTAL RETAINING WALLS
2241 WALL STREET
EAGAN, MINNESOTA
WALL NO7ES
1. In preparation of wall tlesign,soil strength parameters were assumed,based on a review of soils observed at Ihe project site.If the soils are found to be
inconsisten[with[hose observed,this design is no longer valid and it is the responsibiliry of the owner or ownefs represenlative to notiry VEC so the re[aining wall
system can be redesigned.Failure to notify VEC may resul[in FaiWre o�the retaining wall.
2. DesiBn Soil Pareme[ers:
a. Re[ainetlsoil:Imported/on-sitesoils,phi=28degrees,gamma=725pcF.
b. Retainedsoil: ImpoAed/omsitesoils,phi=28degrees,gamma=125pcf.
a Foundalion soil: Importetl/on-site soils,phi=28 tlegrees,gamma=125 pcf.
3. Any excavation below lhe wall shoultl have proper 1:1 la[eral oversizing.Excavalion oversizing shoultl be measured irom the front of the leveling pad to the back
of the lowest layer of geosynlhetic reinbrcemen[.
4. This set of segmental retaining wail plans are based on the site survey,prepared by James F.Hill,Inc.,da[ed 11/20/15(patlially reproduced on Sheet W2),and
measuremen[s[aken a[the project site. If o[her plans are produced[hat contain diiferen[inForma[ion than Ihel referenced,this plan may need to be revised
and/or the wall may need[o be redesignetl.
5. This set of segmantal retaining wall plans are based speci�ically on Ihe wall being constructed with Allan Block Fieldstone segmental retaining wall blocks and S H E E T I N D E X
Miregiid 3X7 geosyn[hetic reinforcement Absolutely no subs[itutions allowed.
6. Location of�he segmental retaining wall in relation lo properry lines,utility easements,waterehed easements,or any other type of easemenGS are Ihe responsibility SMEET N0. SHEET DESCRIPTION
of[he owner or the site civil engineec VEC assumes no liability for[he loca[ion ol[he segmen[al retaining wall,or A construction of the proposed segmental
relaining wall encroaches any property lines or easements. WI TITLE PAGE 8 WALL NOTES
7. It is imparative tha[the site surveying of Ihe segmen[al retaining wall be tlone by Ihe si[e civil engineer or surveyor and mus�be based on computer generatetl yyy WpLL LOCATION SKETCH
site/grading plans and no[protile plans done by VEC.Surveying of Ihe segmental retainirg wall mus[[ake into account Ihe design batter indicated on the
enclosed plans and details.Failure to take into account wall batter for segmental retaining wall surveying will produce incorrect locations of all top of wall and w3 WALL ELEVATION vIEWS
shall be cottected al no cost lo VEC or Ihe segmenlal retaining wall contractor. W4-W5 SECTIONS AND DETAILS
8. Wall geometry,locations,slopes and surcharge loads for�he segmental re[aining wall were assumed From the project plans referenced above.If conditions vary
greatly in[he field from lho5e shown on[his plan,VEC mus[be notified priof to Construction oi[he segmental retainirg wflll to review Ihe tlesign aM/or plens. W5 WALL-SPECIFIC CROSS-SECTIONS
Motlifica[ions to[he design and/or pians may be required atter[he review,and may[ake up W ten business tlays[o complete.
9. If lhere are discrepancies belween any information on Ihese plans and informalion in Ihe prqect specifications,the more restrictive inForma[ion takes precetlence.
PROPOSED SEGMENTAL RETAINING WALLS SCALE: O I SHEET: �A� OP' CLIENT:
Vickery Env,�ineerinv�Fy�onsu�tinvy L,L,C I I YY� 5 MR.MIKE KOEHLER
2241 WALL STREET VERIFY LINE ABOVE MEASURES
19-F4i�/illa�rc W��d�D��= EAGAN MINNESOTA NONE I-INCH. IF IT DOESN'T,A�JUST I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATIONS,OR
REPORT WAS PR RED Y ME OR R MY p ECT
Eu�rn Prairi�,MN 5534j TITLE PAGE AND WALL NOTES SC4LE ACCOROINGLY SUPERVISION A H A UU ICE EO P ESSIONAL
Ff�oi�c:95z-465-8zjZ ENGINEER D A 5 E$T MINNESOTA.
Rev.No: DoTE: DESCRIrnoN: VEC PRo�Etr No: VEC IS-237
www.vicl:crycnv�.c�m I II/25/IS PLANS REVISE�BASE�ON CONTR4CTOR REVIEW DRAWN BY: RWV
REVIEWE�BY: VEC ROHato
.,xo�sV=k-.�L�,ti•:=.mgsC.*�.�,��wLLC
DATE: II/23/IS DnTf: 11/2 REE.No.: 24065
�..µ..,.> �
\ Fx!���1/�
hpsT/qr�
� �SF
� /
� WALL A, STA 0+00 WALL B,
� STA 0+00
\ � WALL C,STA 0+00
� �
� WALL D, y� \�
� STA 0+00 �o`�
\ �O
O�
�O
/
\
/
� WALL E/// �0 /
G STA 0+00 ��AO
�G�'�OJ� \ s��0 i
� � 6'�G
� / `'q/-
\ APPROXIMATE /
PROPERTY LINE /
(TYPICAL) �
� / �
\
/ ' � APPROXIMATE
CURB LINE
�
PROPOSED SEGMENTAL RETAWING WALLS $CALE: O � sHEEr �A� oF a�EN,:
Vickery�nv,�ineerine,f�Consu�tinvy L,L� � � YY Z S MR.MIKE KOEHLER
2241 WALL STREET VERIFY LINE ABOVE MEPSURES I HEFEBV CERTIFY THAT TNIS PLAN.SPECIFICATIONS,OR
149hi VillaeeW�o��D��e EAGAN, MINNESOTA NONE I-INCM. IF IT DOESN'T,A�JUST REPORT WAS iR REU V ME OR R MY U ECT
��ucn Prairie.,MN 5539'I WALL LOCATION SKETCH SCALE ACCOROINGLY SUPERVISION A X A�U ICE EO P FESSIONA�
Pl�one.:952-465-8zI2 ENGINEER JU 7 A S E ST MINNESOTp.
Rev.No: DnTe: DeseaiPriat VEC Peaecr No: VEC IS-237
www.vic�c ycnv.c.nm I II/25/IS PLpNS REVISE�BASE�ON CONTRACTOR REVIEW DRAWN BY: RWV
REVIEWE�BY: VEC RONe�o
a xo�5 V�=k�.y L'Y�'^=.,^�ssCyR.,,h:,g.LLC
DATE' II/23/IS Dni[: II/2 R[a.No.: 2L065
3 4 S 4
WS Yl7 WS W3
v66� , r � �--- --r ______ oss 9sb�_--_�-- --- ------ ---�os6 LEGEND
oab—r------i------7-----r---_r-----r-- —r------ ou oss�---�-- --- ------ ----ross
953 r I______7______r_____ I_____,___ __r____________ OSS 954�_____ .___ ______ _____�064
95Y—L______I______1______L______ _________ _______________
___ _ _ _ ____
_ __ �______i___ __I________'__" �._'_ __ o _____� - INdCATESREIKORCE1ffNTLEN6T1
______________ _ _____�053 AND/ORELEVATIONCHAN6E
1_.'_'__1___ YSY 063
061�______I______1'______L______I____ __L________"__'_ D61 96Y _ __ ___ _____ _____ —V6Y
L I �______1-____ _'4___ _ i_
960—F______I______i______ _i______T___ __�____'_______ 960 961 _____ ______ _ ____ -y�951 X DETNLMMBER
____�_____ '
069—fi______I______ _ rt�riYe€[nwL-xoeeomao rt___ __t_______,____ 949 960—r_____,______I_"__________�, 9b0 WX BHEETNIMBER
948�_______ ___ - ___. _ q� ____ _____} _____ ____'1 .
__�___ __r_____'___'__ � � I � 1
w.) --�--__I'f-----T-----r- - �------�-- - �---- -� a47 g �g g m y
W.6z_---I______1______L__'___I______1'_ ___L______I______t-V46 0 0 o e o X INDICATE.4LOUTIONOF
946�______�______1______U______�______�______�______I______�-V46 � � w � � W%
_____ _____n ____o_____w _�__ ____y
t I w m �CTIM7 CUf
_ ______ _
� b �b � ALLAN BLOCK FIELDSTONE-ELEVATION VIEW
d E a a ' d E 3 0' Z WALL B MAJ(.BEARING PRESSURE=I 000 PSF
� � w � q � a a � W3 (sct�:i�6'o9
� �- (7yP) a�i u�i w
ALLAN BIOCK FIELDSTONE-ELEVATION VIEW
I WALL A(MA%IMUM BEARING PRESSURE=I.000 PSF)
W3 cscue:r.e�-o7
3 4 4 4 4 5
WS W3 WS WS WS WS
V60—� ___1_ ____�-960 966 ______ ______: r �_____, i-96A 96Y _____ ___'__ .r. r_____T96Y
___ _ ___.'_ ______ ______
______ _____ _____ _____
______ _____
V69�_____J______ ______ _____�969 9B6 ______ __'__1'_____T______r_____�______L966 _____ _____
L_____J______ _______ _____� ______ _____J______I______L_____J______.� %0 _____ _____ T______[_____�960
CSB—I-_____J__ _____��68 964 ___1'______L_____J______�964 ___ 1______L_____J
067—�____ ___ ______ _____�p57 955 ______ _____J__ _____�_____J______-I-96S 969 _____ _ _ 1______L_____r9b9
066 -4_____ �p ________�056 ______ _____�______+ '____�______a 968 _ uaa_ 1______!-_____�968
____
_"" _____� 95E ______ _WRn1Y�EQ11a�L.M0.�Eo6nV______ ______i 962 967 __M03 ___ _____�_____.a 967
066 "',__--_ __ _'1 O55 961 _ _ r __ __'H961 966 . + ___r __y
Ofi6�__ -1 ' T f__ _�V54 960 ______ _____1__I"_t _ __t960 �'_ _-:, t__ _ __�966
063�___ o _ '_ ____ f __ � _ � T_'_'__r_____,__ _l V66 �xasx� ��'. �nvITP -_'I-966
__ � _ t___ �_____�953 r __ __ _ _ . _ 964 .. ....:.. ,..,.....:, _____ 954
940�____________]__"___I______I___'___]_____ _�949 -1
0 968�___'__L_____J______1______L_____J______r968 965 L_____J__�____1______L_____J 963
o � +� aV
e � � b � 947 _____ ____ _____ 9L7 9bE ____J______1______L_____r 6Y
____o ____N
_ _ ______ p
o e - - -
H w H � � _ � e e � { „ g----g------t----r----�
�\ALLAN BLOLK FIELDSTONE-ELEVATION VIEW i a � r w q a o' e S S
( 3 \WALL C(MAX.BEARING PRESSURE=I.00 PSF) � � � � � �
W3 (Sca.e:r-6'-o'I ��ALLAN BLOCK FIELDSTONE-EIEVATIINJ VIEW ,qLLqN g�p�K FIELDSTONE-ELEVATION VIEW
__( 4.. 1W L D(MA%IMUM BEARING PRESSURE=I.000 PSF) �,yYp�L E(MAX.BEARING PRESSU :�,p00 PSF)
W3 tsw.E:i�a�-o� W3 cscaF:r-a•-a)
�/ickery Engineeri�g��onsulting,LLC PROPOSED SEGMENTAL RETAINING WALLS SCALE: SHEET: 1A1z oF: .rJ CMRN MIKE KOEHLER
2241 WALL STREET rv�
I4441�/illaec W��d�D�"e 6 3 Q 6 12 I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATIONS.OR
EAGAN, MINNESOTA REPORT WAS PN RE� Y ME OR F MY 0 ECT
�c�rn P��iriq MN 55347 � SCALE: I'= 6' surEnvisioN a H A UU ICE EU P FESSIONAL
Phonc:95�e5-82I2 WQLL ELEVATION VIEWS ENGINEER U A 5 E$T MINNESOTA.
Rev.No: Dere: Descnivnon: VEC PRaec7 No: VEC IS-237
www.vickcrye.ne�,.c�m I 11/25/IS PLANS REVISE�BASE�ON CONTRqCTOR REVIEW DRAWN BY: RWV
REVIEWEO BY: VEC Rona�n
�zo i 5 V:-4..g L.�y��-=��FC�•.�wLLC.
DATE' II/23/IS D<i[: II/2 Rec.No.: 24065
?� L_�_ � ��
,�
.� � .n.�,�� ,r� ��.�
T 1 r T � � Mm��
i L
i0 �� i0 L� T� �To
� � � � � �
AB FIELDSTONE 812 FACING UNIT A@ FIELDSTONE 824 FACING UNIT AB FIELDSTONE CAP UNIT
SHORT ANCHORING UNIT $MORT ANCHORING UNIT ALLAN BLOCI(FIELDSTONE
4 WLLL ABIfTTING EXIGTING L7RIICTIRE
W3 *°�
� NJ.AN�OCK flELDSTONE
W3 mrrou
�M"'�ar
` � �.��.�„�M /(T�`_'---
1�
�„�,�,m �� ,� ����'�i�'� T �� � ...
�'" .�.o.,�,.�.�� "�..�
ALLAN BLOtI(FIELDSTOIE
�yp,fp� �<' �� � � r ��� 6 REINFORCEMEITCOA7NEiCTI�ONDETAIL
W3 riorw�•�•
3 ALLAN BLOU(FIPLDSTONE
W3 TroxuEl
2 ALLAN BLOCK FIELDSTONE
W3 wor ro erxel
�/ickeryEngincering�C Iting,LLC PROPOSED SE6MENTAL RETAINING WALLS S�A�E' i i SMEET: '•,� oF: 5 eueHT:
onsu 1�V MR.MIKE KOEHLER
2241 WALL STREET AS VERIFY LINE ABOVE MEASURES I XEREBY CERTIFY THAT tH15 PLAN.SPECIFICOTIONS,OR
���U�II"��'����'D���" EAGAN, MINNESOTA I-INCH. IF�T DOESN'T,AD.R15T REPORT WAS PR REO Y ME OR R MY� ECT
�u�cn Prairie,MN 1539'J SECTIONS AND DETAILS SHOWN SCALE ACCORDINGLY SIIPERVI510N A H A�U ICE E� FESSIONAL
Phonc:J52-465-827Z ENGINEER ID '( A S � E ST � MINNESOTA.
REV.N0: DATE: DESCRIPTION: VEC PftOJECT N0: VEC IS-237
www.vickeryenv�.c:�m 1 II/25/IS PLANS REVISE�BASE�ON CONTRACTOR REVIEW DkAWN BY: RWV
REVIEWE�BY: VEC ROHe�o
d xo�5 V,=4-,.�L�s�..,�,�FC.,,,.,,Iw.LLC
DATE: II/23/IS Dni[: II/2 R[c.Na.: 24p65
i
s ws �
W3 � ��t��l. I
���� . ..11',� � y Riwmµi.m,�l II il _
CI <. ' I 2'-0' r�roaa =
MINIMUI : .�.r Ta�) � � S
WS
�-� �IES�I la�A� 1 I I ,. �.I�� W4 W3 • �I I I�I��I II II I I�
J y�,
I �� �i.. �C�f� � h-I -�lll.11- ru�r� �,.,',.wiw'n�-1 _
�- -� "'�t- -i I,.I i i-II I- -i II- �'i��i+��., I I i�� I I-I I I _
EXGVATION PIIEPARpTION �� i � ,
i
. �TUItRL BGCNFILL PLACEMENT �. uw>+'s sraar avcixc wu�vv TM iowcs awnnox. � ; I-�� I 7f I -
sa�s�aion wew : �..o�.�s Pw�oa. �. wxa�� �r.f�. i=n i i� -i T- i m i�i
u i=, �,
w�ti�w�w. .�u a��,Eo�w��oa awn�e,,.�a,ww,�E Ttn-�i i p � � � '�i i . �� . i��i -�L i=
nohs: �E�.o.�Ea�,P.o -ii T - ws -�, � i :i i. i�i --� �
I. CON37RULT A66REGA7E BASE LEVELINA PM YD FlRST 4 COU2SES OF s usc�.�cnrow-rnnoc Ocousmw�iw�Eo�esue io scc�x�uas ��� I�I I - � - - -
BLOCK AS SXOWN GHD rER 7HE SPECIFIGTldl6. ��� I- � _ � -_ ��
_ _ i _
Y. PL�CE STIUCTUItAL BACI{FILL TO OESION OEPTH SHOWN. ' - I-��'��� ��'�-� � �� - ��
3. STRUCNRRL 9ACNFILL 18 TO BE PLACED IN ENNCH(MA%IMIM)LIFB. 2 ��BLOCN FIELDSTOlt
CfL SIGN DETAILS
b. STRUCTIIRAL BACNFILL MIIST BE PLpCED INTO ALL VOIDS BETWEEN W(� t to �
SRW W178 AW IN 7HE WIT CORES TO ENSUtE MEWATE BOND
BETWEEN SRW WITB pN0 CONCRETE M�SS. 3 qL1AN BLOCK FlELDSTIXff re 3
WS vavci
i P
,,y �� DEPTH PER W4
ELEVATON VIEW 2 I
W3
W4 -
I
EN&URE VOID AXEAS BEfWEEN
W3 I II II
W ITS OAE fYLIED COM%.ETELY � I,,,I I I I�r„I I= 4 p��R� I I l_
W3 u�xon ��I WS .I I
STRIICTURAL BACKFILL PLACEMENT I�II II II I I TI -� ' II I
PLANVIEW � = f���' -II� I�
�III� I WS�I � a. � y�T ���I I II.
2
I�I I I �I I I � - - ' �M3 I I
I NOf�INEIICaONFflETESPLAtEMENT ����� �T'�.,����li--'���I�.i'-� ��I liii_11.= �i_..I��.Iil�ll. i I�
��i��
W4 pTloecurl ALLAqBLOLKFIELDSTME ' � �� ��
eWALL'D'AT STA 0106! ep�,�pry BLOCK FIELDSTOlE
W(� putl:uW'a 5 MIN.L F AT STA Ot0.5!
W4 pw.e:V4+1'-0�
PROPOSED SEGMENTAL RETAINING WALLS $CALE: 0 i sHeer oF c��E�T.
Uickery�nCuineerinv�fy�onsu�tin,vyLLC /� i � � W5 - 5 MR.MIKEKOEHLER
2241 WALL STREET /iS VERIFY LINE ABOVE MEASURES I XEREBY CERTIFY TH4T THIS PLAN.SPECIFICATIONS,OR
is-tsi V�IL,g�W��J,D��e EAGAN, MINNESOTA I-INCH. IF IT DOESN�T,A�JUST
L.����Prainc,MN 5539'I REPORT WAS PR RED Y ME OF R MY p ECT
SECTIONS & DETAILS / WALL-SPECIFIC CROSS-SECTIONS SHOWN SCALE ACCOR�INGLY SUPERVISION A H A pU ICE E� FESSIONAL
F������95'�-465-82]2 EN6INEER � A S E$T MINNESOTA.
REV.N0: DATE: DESCRIPTION: VEC PftOJECT N0: VEC IS-237
wHw.vickcrycnv,c�m I II/25/IS PLANS FEVISEO BASEO ON CONTRACTOR REVIEW DRAWN BV: RWV
����iV��<.�L�s�^=�^xeC��•iawLLC REVIEWE�BY: VEC Ror�ato
DATE' II/23/IS D>ie: II/2 R[c.No.-. 24065
riZ9�sa (as6) �xvd tr09-ose (a�6) �awoHd Daoseuulw '�c}uno� D}o�pa 'NOLLIOaV H1NIN } N 3- 3 W o z �
ts�,� rw'3rwsHane 'o���r�s '�i avaa uHna��oo�z �
S400M �NI213dSIWN '£ �I�olB 't+ }o"I m m ,� +% J� Q, O
sao,��nans / sa�pb / sa��rnd •d.io� BtnPimB tua[�aBua� �� � � ���� �i � o �
��u� `��iH •a sawe� o
ao� � � o '� W�� �o oM w
�
' ��f1S �IO �LV�LdL�� � � �'�' N � W
N� � a =�/�
T� � L V/
M
Y
o ,� +' � � .,� o a
�- m
� �'� ti � � � -+� a�i 3 � I��-cD O N
N � a�i p., O = � Q, o, i �, ` -o � � o a� � 00�I�Qi (�I
� � s, L, � � �.S c �.�' .� o �' o � E >` � �. � c �2i ���� �
O +�+ N �' � a � o `� �� �� � � � °� �'o � � � O� o � •� � ���� �
'� � p,+ Z > > � = � �, �
3 O �' +� ,�"i � a� u � Z cn:= � °i rn � � � p � � � � � �
� � pr� +� w� � o v � c�i aai � a� �c a � ���"�� � � � I I
�1 M W J v- 0 L � � •� N -p � L � �
.� p ."' �'' � N O � � a �� U _L
Z � � � UI O � � � O o °J � u�i `X � y a � a a O�� �� �� c�ll O �m �
W � �c � ovi � � La o a� a �- �� � j � io- cn.=-o� oaaoa = �� m
� F U� 'd +' c a' � a .Q' � > o � N � ,-� -�-'-•-' �•- O O �O Z O `�- II
a �," C � °� .-. vrL �w , � � � c N N pX L. Lpi � Q o L1
(/� +� N a aNi � O '''' �t c � � 3 � t� (A� N d Q-N d � a O V
� � � � � �+ � � c �-o � c � p a> � ` � v�i s a (� (n cn (n c� (n (A t/l c0 O � � O � I�
s., �r-� � � c Q � � •� ' o.�' c y�..,� � o >, � � � a� a> a� N a� a> N a� o o� � lL 0� 3
�1 'd M � � -�' � — O ul � � a) ++++-✓+�+-�+-�+�++ LL O
-�-� '� U r-� C o V c tn l/7 � � T N � O O O O O � O O 0 0 � -f-� v-
� O � � d a> .� a� °� = v� o a� � -a - � � � � � fn O �
� � O U � U � � +� �+ � O m ' � y c � 'o C C C C C C C C p� � (n C
s.N, ;� O� �n o � �L � "'s o c.i:: o � � a �. N N � N N N � N Q'� � 3 a
+� y '� S-, � V o � > ` +� -v c c> > rn o �0������ � � O p p �
C/� Y � G,' ,.� ��' �" N � c '� � �� '.� �' � >.3 �3 i �C� 2JH- �
V C cd f� � +' y " � � o �� �- a=�c� w o � o � p � �
� O � a> � � c- n� on.-ovo= aoc' jN o ,c .-. � -o� a�i � a�i �
� m � Cl.'d � !.. � � o a�v v� a�=' o-� v� v � u� a, a v O O � cn u� tn cn p
� � � � H � � o m ��oz a � � �z �°'.-oL � � rn Q p � � aaaan�
f!j d' � � +� � � '` �` E a> > E N N �O a� � � U N O O O O O
.N . o c os o a 'x o �- s 2 � O � X.� +� m d� � � � a
m � � id � A y .- _c o �3 c�i c�f- � -�rri a�t o a � ....
"d J � � ~ � � � � m
,.� 0 O
Q � � � � � � x
� ° -'�y' +' � � � �'
[-~i Y t�d -�, 'b �' � �, - � `t �- `r � �tl� � t� � � col� � � 0
Q0 ,L", cd � w � � ,� � OO � OO � cfl � op � � N �(jN (�j � c�jd� C
+ p +� � � N „Q o � cn ,r� u� in in �n �n � �n � � u� �n � �r ,n d- o c
�"�+ � � �i �"' +� '� � � � � � 0� � � � � � � p� � � � � � (D �
� !+-� F+ p ,d; � -�o C _,_, � m �- mF- mt- m � mf- mHmF- m �
� Z �„^�a N ...� � 'J .��' -
0 � O 5 � O � �j � �
W � A.,,�� �X °' � '�
A v �" � � �p w w � c�l r� �- �.r) cD I� oo ~ `~ �
� o � a a.� •� �� � � E
� b � �
�
� a � ,� `� '� � � � Z z � u �
a � °� .s: +, o A" �'
\ �
pZ '� � °' �' o � � a � C
aZ � �o �o � � � �' � c� O
�
�
\' �,t> �
� sc o � aA
� `,;,`\ � � •L-
� ` � �' ai
, ,
V'. A �
�/� `(.� \ \ �'\.� \-I\�0��,��� � W
VI �\ � �
s �
N L~i. S'8s /:� s�� `��O !� V
M l � O V-' V (�
L� N � �S�p s � \ ��� � C,
F-= � � v
�
ar �i Q � �- y aNi�s,X �d� � ,` '" �. �s �q� °�� o�\\,�/� �i `tn
� N � � � � ��,a--4-0� '�`'-� 4 �° °� V�
N ti ,, � ` ��v � V
cD Q �, �, - \ " -! \ \ ^
� .- ..
r- O O O• L�, '��� �' � �,h °1° '� L� V � �
� nj = O II 0 6�6 S�' +' � ; ,/ . 9 I�b � '/
���, �. �, � s�.� _ �i� ��
� ` � W � Iw— II '� �. � s'e O,� � ` �� s ,' i /d, \ � � �/ ao
�, �� � p w � h�' " ' *�� 0' 4� 'i 0 �p� ` �
_ �, �. , � �
`�` ° _ r � 9y � � �^ �
� � O N Z � �l ,��,� � (���6 � �l�' ^ . ��.y. � �b,�b� +� �� t I rn
` O a � p p� ` / `, ,,� �X(�j '�^' ���ti 9 � 'y� m � , \ � " I
� ' �" � 9" '��� h �`��—�—��. , � �� � U� ` /
�. � � �� � �� o �'� � ���� \ : � � �'
.� / y ` ' ,�'�y�l�t�` � ro•y�s, .w �r \ � ��
✓� �So�OJ � O-S'/� � —d� �e ` rn� \ rn O (I
` � _ 0� �+0 �. O � �. `�d r„�n�
� �. �,+a. t � �< yp�'� �� g 6g ����. � Q w
� G � �., �Y� ; <<<�S b�iJ �• ••m �\ � o J
� � �' � y `� � � �� � �' a� � � W
`t � \ � 6� � \. \��bv�, d'd 5 � C' \
«.. � � �`�'(�°� �z�. 5• ,' a Z F-
� Q ,`��Q�P� d7i y°,`. , \ � O . �j, \ �� , 1 � " �
�, � � ` .\ J `, o�� �` � � 6 u, I rn w
W � �,o � r / �,��,� �, �_ � � ; >
r, 1 ' a, �, � 25 5 � �, � � ?
� � � � `��p�C� e� � S �Q,C���'�� � , c� �t8 , .���l� i�/ � a'
! oo Ln �i ��-Q���v . � ,� , , � A8• . XZ:�4 '� 1 �
_ � � � " ' s \ � � � .�.g5�• 5 �8` . .m. / rn w
� � ^ W � `�c-- —� � Q Q� � � op�-��B• J^ � W
W V! = Y�D � ,� �4/ N� � ,�� 9Q�;�Y`y�.g9�B;l � ��\ �� Ul
N � N � 6 �l �� � �" • Q titi� ,, � > >'
� C �`` � � \� �� ll y ` O�,,Ji�9y �`+�, � �� Q
9 �
W �a ..�� kS.S �,�3�° •, � �N .�'�. , a. ►-
�� � i � i` � �. 5 � � - ��, z
� m �.� O�_ _ . 5� � ,�g�5� � �� � � Q
� � � � \ v�
�� '� � � 0 �� � N.. s' �s
, • �>�,., � + �
— s%�� � �j.,�J• „� �, .. ____ . Y���. o , ✓
� � �� ti � ��
o �
-��...
""" ��� O Q�J ` ` � � `V\` ��, _. � �� o� �
� ..,. _ _ % _ .
�.N1 � , _ � __. , � . �, s. �'+
�
` �\ � '� "� �- `� c,S�
� �. � �o � � v a+
� � � � _ w � ,�: L � ;�, 1 �
x �, .,
� � .� � � x l� < /
N � � � �. � - .__ �
� � � � � � �� , l �' ��
'°�� �.�,� � � �\a \ a;
� s o_ � N � \
� � � ��
8
12
FULL HEIGHT TREATED
6 X 6 POST
ALUMINUM SOFFIT
ALUMINUM FASCIA
GRADE
LP 6" LAP SIDING
GUTTER
TREATED 6 X 6 POST
SET ON CONC. FOOTING
22" X 10" CONC. FOOTING
42" BELOW GRADE
GUTTER
ALUMINUM SOFFIT
PANEL
LARGE BRACKET
TO MATCH EXISTING
1' - 10"0' - 10"1' - 6"1' - 6"
ARCHITECTURAL SHINGLE
1' - 10"0' - 10"FULL HEIGHT TREATED
6 X 6 POST
ALUMINUM SOFFIT
ALUMINUM FASCIA
GRADE
LP 6" LAP SIDING
GUTTER
TREATED 6 X 6 POST
SET ON CONC. FOOTING
22" X 10" CONC. FOOTING
42" BELOW GRADE
ALUMINUM SOFFIT
PANEL
1' - 0"
1/4" = 1'-0"2 North ScaleProject numberDateDrawn byChecked by 1/4" = 1'-0"4/15/2021 11:01:56 AMA1ElevationsProject Number2241 WALL STREETST. PAUL, MN 5512203/22/2021SWKChecker 1/4" = 1'-0"1 East
Brooklyn Park, Minnesota
(612) 405-6109
LECLinderman@gmail.com
ATT @ FTG
W/ SIMPSON PB66
PLAN REVISED 7/2/2021
DESIGN NET SOIL BEARING PRESSURE = 2,000 PSF
VALUE BASED ON GEOTECHNICAL REPORT
HAUGO GEOTECHNICAL SERVICES - 21-0632 - 6/28/2021
22" FTG OK
22" FTG OK
I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signature: _______________________________
Typed or Printed Name: ____________________
Date______________ Lic.No._______________
“FOR STRUCTURAL SCOPE ONLY”
40154
Wayne C. Linderman
7/2/2021
REVIEWED FOR
CODE COMPLIANCE
07/02/2021 11:34:45 AM
Dqualle
BUILDING INSPECTIONS
ARCHITECTURAL SHINGLE
FULL HEIGHT TREATED
6 X 6 POST
ALUMINUM SOFFIT
ALUMINUM FASCIA
GRADE
LP 6" LAP SIDING
GUTTER
TREATED 6 X 6 POST
SET ON CONC. FOOTING 22" X 10" CONC. FOOTING
42" BELOW GRADE
ALUMINUM SOFFIT
PANEL
1' - 10"0' - 10"0' - 2 3/4"15' - 3 1/4"15' - 6"0' - 2 3/4"6' - 8 3/4"6' - 8 3/4"
0' - 2 3/4"
13' - 11"0' - 2 3/4"7' - 3 1/4"7' - 6"22" X 10" CONC. FOOTING
42" BELOW GRADE
FULL HEIGHTTREATED 6 X 6
POST SET ON CONC. FOOTING
R R
R R
RECESSED LIGHTS
ABOVE
IN SOFFIT (2)SPEAKER WIRETO MAIN LEVELAUDIO BOXScaleProject numberDateDrawn byChecked by 1/4" = 1'-0"4/15/2021 11:01:22 AMA2Elevation/Footing PlanProject Number2241 WALL STREETST. PAUL, MN 5512203/22/2021SWKChecker 1/4" = 1'-0"1 West
1/4" = 1'-0"2 Footing Plan
Brooklyn Park, Minnesota
(612) 405-6109
LECLinderman@gmail.com
ATT @ FTG
W/ SIMPSON
PB66
ATT @ FTG
W/ SIMPSON
PB66
PLAN REVISED 7/2/2021
DESIGN NET SOIL BEARING PRESSURE = 2,000 PSF
VALUE BASED ON GEOTECHNICAL REPORT
HAUGO GEOTECHNICAL SERVICES - 21-0632 - 6/28/2021
22" FTG OK
22" FTG OK
I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signature: _______________________________
Typed or Printed Name: ____________________
Date______________ Lic.No._______________
“FOR STRUCTURAL SCOPE ONLY”
40154
Wayne C. Linderman
7/2/2021
REVIEWED FOR
CODE COMPLIANCE
07/02/2021 11:35:15 AM
Dqualle
BUILDING INSPECTIONS
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651) 675-5675 1 FAX: (651) 675-5694
Email: buildinginspections@cityofeagan.com
r-----------------,
I For Office Use I
�� c/elS
� Permit #: I
I I
I Permit Fee:
I I
I I
Date Received:
I I
Staff:
-
----------------
2021 ---------------
2021 RESIDENTIAL MECHANICAL PERMIT APPLICATION
Date: 11 Site Address: 2s -1 ( kx,),,qLL '*5--7r/ .
Tenant: Suite #:
7 //
Resident/Owner Name: �' � �� ��f � L F� Phone: 4P 7q L Ya41
Address / City '/ Zip: Pte' L
Name: 1'52 - 12 SSC . License #:
Contractor Address: A2 (JI �¢ E ECA2D 1 -IV N. City: ,(�(JNAv(S
State: N 0 Zip: Phone: (>d'
P y
Contact U 1 U Email l_��l�et"-�� �, C GoG✓`
-. _.
RESIDENTIAL
Furnace
Air Conditioner
Permit Type
Air Exchanger
x Heat Pump
Other
New Replacement )< Additional Alteration Demolition
Type of Work /� l
Description of work: _114e4 -4-L& M J/V t =5 OL I � /EQ-? /�v r P
RESIDENTIAL FEES
$60.00 Minimum Add or alteration to an existing unit, includes State Surcharge aG
$100.00 Residential New, includes State Surcharge = $ Q TOTAL FEE
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.
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.
Applicant's Printed Name Applicant's re
FOR OFFICE USE
Required Inspections: Reviewed By: Date:
Underground Rough In Air Test Gas Service Test In -floor Heat Final