3494 Sawgrass Tr E � ' f�i. ia�lolCo � � 0, ���3��r�
�� �j ��t��-C� I��.oU� _
(�l� � ����� ���' � Use BLUE or BLACK Ink
t p�, p-2 _�
�--------------�_�,
�� i S�..�W� 1 Cj`7 �� � For Otflce Use �
' s�x � {��� ; Pe�,�t�: 1 �'7�1� ;
C�t� af Ea��� � �a �� ����t
� Permit Fee: �, �
3830 Pifot Knob Road q /
Eagan MN 55122 j Date Received: ! . � �i� j
Phone:(651)675-5676 I �
Fax:(661)675-b684 p l 3taff: � I �
�L`- �' -- � C��Z C`�C�'� �--�--------;
2014 RESIDENTIAL BUILDING PERM{T APPLICATION � t� J�
Dafe: g/�'�� 3ite Address: �y g—1 �W ^�S S � ��"', �� Unit#:
' Name: !.>�n/IWr Phone: �S„�. ' ��% - JG�i)
Resident! {t�
OWt1E�f, ` Address I City l Zip:���US �� /���,..�j(T 5�,�li (� �lt,�„��c► . ��S.syyc
Applicant is: Owner �„Contractor �
Type of Wot'k,: Description of wortc: �Fw �i�n,� �nru�G��iw
Construction Cost: Multi-Family$uilding:(Yes,�/No x )
Campany: L�Anq� Cantact:
Contractar aaaress: 1��U� .�f'`�� v�. � ,. Sur�l� c�ty: f�ti�a�u�h
State:�Zip: 5 ��1/C Phone: `1.5�-�+°�`�`����Email: _
I,icense#: 1 L�13 Lead Gertlficate#:
If the project+s exempt from tead certification,piease explai��hy:{see Page 3 fo��lditional informatio�,
� I:j �'
� � �
COMPLETE THIS AREA ONLY IF CONSTRUC7ING A NEW BUILDING
In the last 12 months,has the City of Eagan issued a pertnif for a similar plan based on a master plan?
xYes „No If yes,date and address of master plan: �4�$ ��`V'°Ir�'Ssfi�°'', �`�
Ltcensed plumber: C��Oi�Ci �t°Gtt r�A,'!r� Phone: 7��' �l�/lr' �l G�l,�
11
Mechanical Conlrackor: �� �� Phone:
Sewer 8 Water Contractor: r t � ; c. t�� Phone: CSI-�.tt�- �3`j�
NOTE:Plans and supporting;documents that you;submft are cons/dered to`be publlc informatfon. porllons of
-tne informatfon may be classefted as non-publfc if you provide specfflc reasons that.would permit the CFty fo
- 'conalude thafthe are trade secrefs.
CALL BEFORE YOU DIG. Cali f3opher State One Catl at(B51)454-0002 for protection againsi underground utility damage. CaA 48 haucs
before you intend to dig to receive locates of underground utilifies. www.gophers�ateqn�c�ll.ora
I herehy acknowledge that this infortnation is compiete and accurate;that the wo�lc wtll be in conformance with the ardinances and codes of the Ctty of
Eagan;that I understand th(s is not a permil,but only an application tor a permit,and work is not to start without a per►nit;that the work will be In
accordance wiih#he approved plan in the case af work which requires a review and approval of plans.
Extertor work authoHzed by a building permit{ssued in aceordance w[th the MEnnesota State Bui[ding Code muat be compieted wtthin 180
days of permit issuance.
x ��,�s. �r�f y x �c,,.� �,,,�
Applicant's Printed IVame AppiicanYs 3ignature
Page 1 of 3
� 4�� �S�-� � � ��- � I � �7�/(�
�
DO NOT WRITE BELOW THIS LINE
SUB TYPES
Foundation Fireplace Poreh{3-Season) Exterior Alteration(8ingle FamEly)
� Single Family _ Garage _ Porch(dSeason) _ Exterior Alteration(Multq
_ Multi ^ Deck _ Parch(ScreenlGazebolPergola) _ MisceBaneous
� 41 of_Plex ____ Lower Level _ Poo1 _ Accessory Buitding
WORK TYPES
New � Inte�ior Improvement _ Stding _ Demolish Building*
_ Addition _ Movs Building � Reroof bemolish Interior
_ Atteration � Fire Repatr � Windows _ Demolish Foundation
_ Replace � Repair � Egress Window _ Water Damage
_ Ftataining Wall 'Demolition of sntire building—give PCA handout to appllcant
DESCRIPTION "'� n� )
Valuation ' fr f� � Occupancy ������ MCES System
Plan Review Code EdiEion �,,�'�?" SAC Units
(25°10�100°!0�} Zoning City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Sprinklers
Type of Construction ��� Width �
RE�,R�D INSPECTlONS
Footings(New Building) Meter Size:
Footings(Deck) � Final/C.O. Required
FooEings(Addition) Final/No C.O.Required
� Foundation HVAC_Gas Service Test Gas line Air Test
Roof:_Ice&Water _Final Poot:_,,,_„Footings _Air/Gas Tests _Final
� Framing _ Drain Tile
�ireplace:�Rough In �Air Test �Final Siding:_Stucco Lath �,,,Stone Lath _Brick
Insulation � Windows
Sheathing Retaining Wail:,_Footings_Backfill_Final
Sheetrock �G Radon Control
� Fire Walls � Erosion Cantro!
� Braced Walis Other.
Reviewed By: ` � ,Building Inspector
��SIDENTIAL fEES ����.'�, ��� � �- ������'� ,.� �, �`���
Base Fee �.y
• Surchar e �., � � `�° � �� �'�5� �. ��' � '�
g �,,,��, ��1'"� k# � � ,� "� � , � p "" � �"�� �"���
Plan Review � �
MCES SAC �;'�. ��- °�.�,,,+; � �� ` G� �� � t���`` L-� ' ������
� .�_ �- / ��;
Gity SAC �� E � � � � � �`�s'� �'' m�`'� � ' �� f�� / t -f I
Utility Connection Charge �,�..
S&W Permit8 Surcharge � ; , ' �,� � �i �� � � /��'� �`�
fi a � � Aij �' ,� � � � jC}
7reatment Piant � "�"�' �4�• ��� :,�� '"� ��� � �
�
Copies .� � � � �, � �� � � ��
TOTAL }r �n�?{• �.;�, � � ;� �" �....--�--�'"""'
° ". Page 2 of 3
z ,v , `
+ f �� / �/ ��
l �
la--�-���
New Construction Energy Code Compliance Certificate
Per N I 101,8 BuildinH Cedificale.A building certiCtcate sl�all be posted'nt a pennanenlly visible location inside Da�r Cectifica�e rosted
the building. Tire certificale shaU Ue wmpleted by the builder and sliull list inEonna�ipn and values of
com onenls listed in Tablc N I 10 L8.
111ailing dJJrrss af Ihe DwMling or D�rcping Uui� C���.
3494 SAWGRASS TRAIL EAS7 EAGAN
Nante of Residrntinl CoMrqclor 8[R ticense NnmUer
LENNAR
THERMAL ENVELOPE RADON SYSTEM
Fype:Check All That Apply X Passive(No Fan)
�
o „
� � >. AcEive(lYith fan and monameler or
_ � a, > olhecsystent nronit,o,ringdeylce) .
R U .� b O
O 4 �+ � (.�j ^ O r� �
J a o � ^+ .� v o
`t [G W u V � � >,
`� o H �; o � o
� o z � � � is. k o
U !:� ,�
� �s `o �e�n on �
a ti �o
0 v�i p a � � � C CO �Oq �
E- � 2 i�. u. w° w° � � � �ther Ptease Dcscribe Herc
Below Entirc Slab x ':
>, ;
_.::.:
Famds�tion VVall S EXTERIOR
Pcr�metcr of Slab ou Grade 1 x .
, ,,_ _
Rim Jalst(roundstion) TD iNTERIOR
Rim JOiSf(ls��'loal'+}' ` ,`. ': .. ;j.' `;;: '. ; :'�{� ; , INTERIOR
wan 21
Ceiling,IIat::: ; �,
_ . . ..._ _:: ..
_.. .....
Cciling,vxultcd X
13ay windows or canYitever'ed'arens ';:` ` ` " '; 38 '10 5 `
Bonus room over garage x
, ;.
Descrlbe otfier��isufaEed areas:: ''< - - --
�ndows 8 Doors Haatin or Cooling Ducts Oufside Conditioned Spaees
Average U-Factor(exchrdes s Jrghts and orfe door)U: 0.28 Nol appliceble,all ducts located in conditioned space
Solar Hept Gain Cocfficicnt(SHGC): 0.24 R-8 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
A Lanees Heatina System Domestic Water Heater Cool ing System X Not rc «ired per mech.code
��e�Type ;> 'Natura[.Gas '' . .Nafural Gas Electrie Passive
111anufacturcr Lennox AO Smith L@nIIOX Powered
,..
` ' ` ' `' Interlocked with exhaust device.
Niode! .. , ' ML.193UH090XP48G GPVL.50. . ._ 13ACX=Q48-Z�O Describe:
lnput i�i 88,OOQ Capacity in So Output in 4 Other,deSCribe:
Rafin or Sizc BTUS: Gallons: Tons:
HearLoas: Location of duct or system:
Structuie'sC�lculated '79'��� ' Gain. `�69Q0 !
_.. . . - ,,..,
_,.._...
AFUE or SEGR:
HSPF/. 13
93 Calculated
Effcicncy wolin�load: 43,670 Cfm's
PLAN 6012 "round duct qR
Mechnnhal Ventilption 5ystam "metAl duct
Aescribe any additional or coinbined heating or cooling systems if instatled:(e.g,two Fumaces or air CoMbustion Air Seleet a Type
source heat pump with gas back-up fumacc); Not required per mech.code
Select Type X Passive
Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: OEher,describe:
Energy Reeover Ventilator(ERV)Capacity in cfms: Lotv: Hi : Location of duct or systetn: �
X Continuous exhaustin fan(s)�ated ca uciry in cfins: 3 fans cont.low tota!100cfin MECh1f11Ca1 R00111
Location oP[an(s),describe: Owners Bath and J&J Bath and 314 Bath Cfin's
Ca acily continuous ventilation rate in efrtu: �QQ G" Insulated Flex
Total ventilation(intermittent+eontinuous)rate in efms: 4'1> "metal duct
Created by BAM version 0520�9
Ventila�don, iui�keup and Combusti�n Air Calcuiations
5ubm�fital Form For New Dwellings
Tliese blank submittel forms and instructions are available at the City�Website and at City Hall. The completed form must be submit-
ted in dupfieate atthe tfine of application ot a mechanicai permit for new consCruction. Additional forms may be downioaded and princed at:
Sitepddress "
Contractor � r���� �G � Date g'1 M Z �
/ Completed
����,,� o ey ,.�
Section A
Ventilation Quanti#y
(Oetermine quantity by ustng Ta61e N11041 or Equation 11-I)
Square teet(Conditioned area Including !/ 1�
Basement—finished or unflnfshed� 7�7 Total required venNlat(on ��Q
Number of bedrooms � Continuous ventilation `7 �
Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or eguatlon 11-1.
The[able and equation are below.
Table N1104.2
Total and Continuous Ventllation Rates(in cfm}
Number of eedraoms
1 2 3 4 5 6
Conditioned space(in Total/ Total/ Total/ Tota!/ Total/ Tatal/
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 &5/43 100/50 115/58 130/65 145/73
20a1,250Q': 80/40 95J48 110/55 125/63 140/70 15S/�$
2501300D.': . 90/45 105/53 120/60 135/68 1S0/75 16S[83
3001 3500 100/50 125/58 130/65 145/73 150/80 175/88
3501-4000.:: . llp/55 125/�3 140/70 155/78 ' 170/85 185/93
4001 4SOU'. 120/60 135/68 150/75 165/83 180/9Q 195/98'
4501 5000 130/6S 145/73 160/80 17SJ88 190/95 205/103`
,5001 5500' 140/70 155/18 17fl/SS 185/93 200/100 215/108 ' .
5501 600Q.;.. 15Q/75 165/83 180/90 195/98 21Q/105 225/113 '.:.
Equat(on.11-1 :
(0.02 x square'feef of conditioned space)+[15 x(number of bedrooms+1)j=Total ventilation rate(cfm)
Total ventilation—The mechanical ventilation system shal!provide sufficient outdoor air to equal the totaf ventilation rate average,
for each one-hour period according to Ehe above table or equation. For heat recovery ventilators(HRV)and energy recovery ventila-
tors(ERV)the average hourly ventiiation capacity must be determined in consideration of any reduction of exhaust or out outdoor
air intake,ar both,for defrost or other equipment cycling.
Continuous ventitattnn-A minlmum of 50 percent of the total ventilation rate,but not fess than 40 cfm.shali 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 controis providing the average flow rate for each hour is met.
G:15AFETYIJK1Vent-makeup-comb air submitta!(2).docx P�ge 1 of 6
r S x :.r
t
€ M i t � Y
} K�
� � 3..
5 _' �
.1 .� :; �j 1 �z� a i � _ Fi � > :
y :. . I :: J . � f F � 3
.
1 f .! ! T 4 3
'� � � .�.�' `t `}
��' 1 ' .f '� 5 �.`Y
: ,
;
:: ., . , . ;, . :
. .. .' . .� .j:
Section B
, . Ventilation Method
(Choose either balanced or exhaust only)
❑Balanced,HRV(Heat Recovery Ventifator)or ERV(Energy Recov- �Exhaust only
ery Ventilator)—cEm af unit fn low must not exceed continuous venti- Continuous fan rating in cfm
Iation reting by more than 1009'0,
Law cfm: High cfm: Continuous fan rating in cfm(capacity must nat exceed
continuous ventilation rati�g by more tflan 1009'0� 10���j,.i
Dlrecrions-Choose the method of ventilation,balanced or exhaus[onl y. Balonced ventila[ion systems are typically HRV or fRV's.
Fnter the low and high cfm amounts. Cow c m air flow must be equa!to or greater thon the requfred coni'inuous ventilation rate ond
(ess than 10090 greoter than the continuous rafe.(For InsYance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.J
Automatic controls may a!!ow the use ojo larger}'an that is operoted a percentage af each hour. -
Section C .
Ventilation Fan 5chedule
Description Location Continuous Intermittent
-Yf� a .3�
�
"r `�'t- ,Q �b f.+
��y #" 3/ 3a �
Directions-The ventilatian fon schedule should describe what the fan is for, the location,cfm,ond whether it is used for continuous
or intermittent ventilation. The fon that is chose for eonrinuous ventilation mus[be equal ta or greater than the low c m air roting
and less than 1009b greater[han the continuous rate. (For instance,if the low cfm is 4Q cfrr,tite continuous ventilation fan must not
exceed 80 cfm.j Automai/c controls may ollow tire use of a larger fan that is operated a percentage of each hour.
Section Q
Ventilativn Controls
(Describe operation and controi of th�continuous and intermittent ventflation
a ,'
Di�ections-bescrlbe the operotion of the ventilation system. Tirere should be adeqaate detail for plon revlewers and inspectors to verify design and
installation comp!lance, Related trades also need adequafe deta7l for placemenr of controls and proper operation of the b�Ilding ventilotlon. Ij
exhaust fans are used for building ven[llation,describe the operation and Jocotion of any controts,indicators artd legends. !f an fRV or HRV ts to be
lnsta!led,desrribe how ft wi!!be ins[oqed.If!t wil!6e connected ond interfoced wlth the air handting equipmenC,please descrlbe such connections as
detafled In the manujactures'Tnsta!lation instructions.lf the installation instructlons requlre or recommend the equfpment to be interlocked with the
alr handling equlpment for proper operation,such interconnectlon siral!be made and described.
Section E
Make-up air
Passive (determined from calculations hom Table 501.3.1)
Powered(determined from calculations from Table 501,3.1)
Intertacked with exhaust device(deYermined from calculaHon from Tabie 501.3.1)
Other,descri6e:
location af duct or system ventilation make-up air:Determined from make-up air opening table
Cfm Size and rype�raund,rectangular,flex or rigid}
(NR means not required)
Page 2 af 6
Dl�ections-!n order to determine the makeup air,Table 50.1.3.1 must be filled out(see belowJ. For most new insta!!a[ions,column A
wr!!be appropriate,however,if atmospherically vented appliances or solid fuel appliances are i»statled,use the vppropriate column.
For exlsting dwellinqs,see(MC501.3.3. Please nore,if the makeup air quanti#y is negative,na additFonal makeup air will be re-
quired for venti(ation,if fhe value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of apentng and type
(round,rectangular,flex or r1gTd)to the last line of section D. The make-up air supply must be insralled per 1MC501.3_23.
Table 501.3.1
PROCEDURE TO DETERMINE MAICEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELUNGS
(Additianal rnmbustfon air wtll he required for combustion appllances,see KAIR method for calculations)
One ar mu[tiple power One or multiple fan- One atmospherically vent Muftiple atmospherical-
vent or direct vent ap- assisted appliances and gas or o11 applfance or ly vented gas or o31
pliances or no combus- power vent or dlrect vent one soltd#uel applfance appflances or solid fuel –
tion appliances appilances appliances
Column C Column 0
ColumrtA �Column8
L
aa pressure factor �'�S ��09 0.06 0.03
(cfmisfl
b)conditioned floor area(sfj(includfng ���y
unfinished basements
Estimated House Infiltration(cfm):[1a —7
xlbj /O� 7
2.Exhaust Capaclty
a}continuous exhaust-only ventilation
system(cfm);(not applica6le to 6a- �[�
lanced ventllation systems such as
HRV)
b)clothes dryer(dm) 13$ 135
135 I35
c)80%of largest exhaust rettng(cfm); ,�x,�p0 r
Kitchen hood typically
(not applicable If recirculating system ���
or if powered makeup air Is electrically
interiocked and maCCh to exhaust}
d)8096 of next largest exhaust ratlng '
(cfm); bath fan ryplcatty Not
(not applicable(f recirculattng system A Ilta
or ff powered makeup air is electrically PP� ble
interlocked and matched to exhaustJ
Tatal Exhaust Capacity(cfm);
[2a+2b+2c+2d] ���
3.Makeup Air quantity jcfm)
a)total exhaust capacity(from abovej �� �
b)esHmated house infrttration(from �
above) p7�
Makeup Air quantity(cfmJ; -
[3a–3bj •� -yr,�
(ff value 1s negative,no matceup afr is ��(/ � «
needed)
4.For makeup Air Opening Sizing,refer ��
to 7able 501.4.2
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion apppances.(Power vent
and direct vent appUances may be used.)
B• Use this calumn if there is one fan-assisted appiiance per venting system.(AppUanees other than atmospherically vented appliances may also be in-
cluded.�
C, Use this column if there is one atmospherlcaliy vented{other than fan-assisted)gas or oll apptiance per venting system or one sotld fuel appliance.
D. Use this colum�(f there are multlple atmospherically vented gas or oll appliances using a common vent or if there are atmospfierically vanted gas or oil
appliances and so�id fuel appliances.
Page 3 of 6
Makeup Air Opening Table for New and Existing Dwelltng
Tabls 501.3.2
One or multipie power One or muftiple fan- One atmospherically Multiple atmospherfcaity
vent,direct vent ap- assisted appliances and vented gas or oll ap- vented gas or oil ap- Duct di-
pqances,orno combus- power vent or direct pliance or ane sofld fuel pliances or soiid fuel ameter
tion appliances vent appliances appliance appRances
Column A [olumn B Columo C folumn O
Passiveopening 1-36 1-22 1-15 1-9 3
Passiveopenfng 37-66 23-41 16-28 10-17 4
Passiveopening 67-109 42-66 29-46 18-28 5
Passtve opening J.10-163 67—100 47—69 29—42 fi _""
Passive opening 164—232 101-143 70—99 43—61 7
Passiveopening 233-317 1A4-195 � 100-135 62-83 8
Passiveopening 318-419 196-258 136-179 84-110 9
w/motortzed damper
Passiveopening 420-539 259-332 180-230 111-142 10
w/motorized dam er
Pass(ve opening 540—679 333—419 231—290 143—179 11
w/motorized damper
Powered makeu air >679 >419 >290 >174 NA
Notes:
A. An equfvalent lengih of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterfor hood and ten feet for each 90•degree elbow to
determine the remalning length of streight duct allowable.
B• !F fiexible duct is used,increase the duct dfameter by one inch. �iexlble duct shall be stretched with minFinal sags. Compressed duct shail not be accepted.
C. Barometric dampers are prohibtted in passive makeup air openings when any atmospherically vented appliance fs Installed.
D. Powered makeup alr shall be electricaliy lnterlocked with the largest exhaust system.
Sections F
Combustion air
Not required per mechanical code(No atmospheric or power vented appEiances)
x Passive{see IFGC Appendix E,Worksheet E-i) Size and type k ^
�
Other,describe:
Explanation-!f no atmospheric or power venYed npptfances are instaBed,check t�e appropriate box,not required. If a power vented
or atmospherically vented appllance installed,use IFGCAppendix E, Workshee[f-1(see befowJ. Please enter size and type. Combus-
tion air vent supplies must communirate with the opplionce or appliances that require[he combustion air.
Section F calculations fo!law on rhe next 2 pages.
Page 4 of 6
Direct/ons-The Minnesota Fue!Gas Code method to calculate ta size of a required combustion nir opening,is called rhe Known Arr
lnfiltra[ion Ra[e Method. For new construction,4b of step 4 is reyuired to be�lled out.
IFGC Appendix 6,Worksheet E•1
Residential Combustion AirCalculation Method
{for Furnace,Bofler,and/or Water Heater in the Same Space)
Step 1:Complete vented combustfon appllance information.
fumace/BOilee
_Drek Hood X.Fan Assisted `Oirect Vent Input:_ ��L?,!'4�p_gtu/hr
or Power Vent
Water Heater:
_Draft Hood _fan Assisted �!C.Direct Vent Input: Btu/hr
or Power Vent
Step 2:Caiculate the volume of the Combustion Appl(ance Space{CASj containing combustion appliances. � -
The CAS inciudes al!spaces connected to one another by code compliant openings. CAS volume: GY� �,�� ft'
LxWxH L W H
Step 3:Determine Air Changes per Hour{ACME3 .
Default ACN values have been incorporated into Table E-1 for use wtth Method 4b(KAIR Method).
If the year of construction or ACH is not known,use method 4a(Standard MethodJ.
Step 4:Determine Required Volume for Combustlon Afr.(Dp NOT COUNT DIREC'f VENT APPLIANCES)
4a.Standard Method
Total etu/hr fnput of all combustlon appfiances Input: etu/hr
Use Standard Method catumn in Ta6k E-1 to find Tatal Required TRV: ft'
Volume(TRV)
If CAS Volume(from Step 2)fs greater than TRV then no outdoor openings are needed,
tf CAS Volume(from Step 2)is less than TRV then go to STEP S.
4b.Known Airintiltratlon Rate(KAIR)Method(p0 NOT COUNT DIRECT VENT APPitANCES)
Tatal Btu/hr Input of all fan-assisted and power vent applfances Input: �/n.vOJ gtu/hr
Use Fan-Assisted Appliances column in t'abte E-1 to flnd RVFA: �,,t1!�lj ft'
Required Volume Fan As;isted{RVFA)
Totaf Btu/hr input of all Natural drak applfances Input: 8tu/hr
Use Natural draft Appliances column in Table E•1 m find RVNFA: �;
Requlred Volume Natural draft appliances(RVIVDA)
Total Required Volume(7RV)=RVFA�RVtdDA TRV� + ���a TRV ft'
If CAS Volume(from Step 2}(s greater than TRV then no outdoor openings are needed.
If Cq5 Volume(from Step 2�!s less than TRV then go to STEp S.
Step 5:Calculate the►atio of available(nterior volume ta the total requlred volume.
Ratfo=CAS Volume(hom Step 2)d!vlded by TRV(from Step 4a or Step 4b)
RatiO= f ,'� = r
Step 6:Calcutate Reduction Factor(RF).
RF=J,minus Ratlo RF=1- . � _ /
Step 7:Calcufate single outdoor opening as if ail combustion air is from outside. •
Total Btu/hr fnput ot ali ComBustlon Apptfances in the same CAS Input:,��Z_Btu/hr
(EXCEP7 OIRECT VEPIT)
Combustion Air Openl�g Area(CqoA):
Total Btu/hr dtvFded by 3000 Btuf hr per in' CAOq= �G���; /3000 Btu/hr er(n2= /j, 3 fn2
Step 8:Calculate Mintmum CAOA.
Minimum CAOA=CAOA muhlplied by RF Minimum[AOA= � ,33 x , / - � ,� in'
Step 9;Calculate Combustion Air Opentng Diameter(CAOD)
CAOD=1.13 multiplJed 6y the square roct af Minimum CAOA CAOD=1.13 y Minimum CAOA= /.� in.diameter
go u one inch fn size if using flex duct
1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section
G3Q4. '
i
� Page 5 of 6 �
C
�
, II
I
-�- wrightsoft Project Summary Job: so,2
� Date: September3,2014
Entire House �y: s�o�t M
ELANDER MECHANICAL [NCORPORATED
591 CITATION DRIVE,SHAKOPEE,MN 55379 Phone:952-4454692 Fax;952-445-7487 Email;SALES�ELANDERMECHANICAL.COM
` � ' • •
For: � y/�y ��iPJS ��•��!7�
Notes:
� • • • •
Weather: Minneapalis-St. Pauf, MN, US
Winter Design Conditions Summer Design Conditions
Outside db -15 °F Outside db 88 °F
Inside db 70 °F Inside db 70 °F
Design TD 85 °F Design TD 18 °F
Daily range M
Relative humidity 50 °/a
Moisture difference 37 gr/Ib
Heating Summary Sensible Coolirtg Equipmenfi Load Sizing
Structure 64861 Btuh Strucfure 32895 Btuh
Ducts 1233 8tuh Ducts 422 Bfuh
Central vent(188 cfm) 170'f7 Btuh Central vent(188 cfm} 3583 Btuh
Humidification U Btuh Blower 0 8tuh
Piping 0 Btuh
Equipment load 79110 Bfuh Use manufacfurer's data y
Rate/swing multipfier 1.00
(nflltratlOn Equipment sensible load 3fi900 Btuh
nnethod Simplified Latent Cooling Equipment l,oad Sizing
Constructian quality Tight
Fireplaces 1 (Tight) Structure 2133 Btuh
Ducts 1U7 Btuh
Headng Cooling Central vent(188 cfm) 4530 Btuh
Area(ftz) 4835 4835 Equipment latent load 6770 Btuh
Volume(ft') 4Q200 40200
Air changeslhour 0.13 0.07 Equipment total foad 43670 Btuh
Equiv.AVF(cfm) 87 47 Req. total capacity at 0.80 5HR 3.8 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACX SERIES-RFC
Model ML193UH090XP48C-` Cond 13ACX-048-230*15
AHRI ref 4792309 Coil C33-�43*++TDR
AMR1 ref 4634552
Efficiency 93AFUE Efficiency 11.0 EER, 13 SEER
Neating input 88000 MBtuh Sensibfe cooling 38000 Btuh
Heating output 83000 Btuh Latent cooling 9500 Btuh
Temperature rise 49 °F Tatal cooling 47500 Btuh
Actual air flow 1583 cfm Actual air flow 1583 cfm
Air ffow factor 0.025 cfm/Btuh Air flow fac#or 0.048 cfm/Btuh
Static pressure 0 in H2� Stafic pressure 0 in H20
Space thermostat Load sensible heat ratio 0.84
Bold/lra7(c values have been manuaffy oventdden
Calculations approved by ACCA to meet all requirements of Manuaf J 8th Ed.
2U74-Se�r02 14:4i:00
.� wrightsoft` Rlght-Sufte�Universal 2012 i2.1.06 R5U13410 P�e i
AC� ...\OesktoplHeat Lasses 20131Lennar 60f2 Eagan.�up Cak#MJS Front Door faces: N
++�-- wrightsoft` COIYIpOnel�� CO�iStrUCtIOrIS Da e: September3,Zo��
Entire House Bv: s�occ m
ELANDER MECHANICAL INCORPORATED
591 CITATION DRIVE,SHAKOPEE,MN 55378 Phone:952-445•4882 Fax:952-4q5-7487 Emaii:SAIES�ELANDERMECHANiCAL.COM
� • ' • i
For:
i - • • • •
Location: tndoor: Heating Cooling
Minneapolis-St. Paui, MN, US Indoor temperature{°F) 70 70
Elevation: 837 ft Design TD (°F) 85 18
Latitude: 45°N Relative humidity{%) 50 50
Outdoor: Neating Cooling Moisture difference(gr/Ib) 54.5 36.6
Dry bulb(°F) -�5 88 Infiltration:
Daily range{°F} - 19 ( M ) Method Simplified
Wet bulb(°F) - 71 Construction quality Ti ht
Wind speed(mph) 15.0 7.5 Firepfaces 9 �Tigh#)
Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain
n� ewn�-•F r�.•FSwn ea,nm= e��n ewnm= awn
Watls
12F-Osw:Frm wall,vnl ext,r-21 cav ins,1/2"gypsum board ini n 737 0.065 21.0 5.52 4072 1.21 893
fnsh,2"x6"wood frm e 529 0.065 21.0 5.52 2925 1.21 642
s 722 0.065 21.0 5.52 3989 1.29 875
w 729 0.065 21.0 5.52 aD3o 1.21 884
all 2718 0.065 21.0 5.52 15016 1.21 3295
Foundation Wail Ext tns.:Bg waU,heavy dry or lighi damp soil, n 336 0.165 6.0 'I4.0 4712 2.65 890
concrete wail,r-5 ins,8"thk e 352 0.f65 5.0 14.0 4937 2.65 932
s 304 0.765 5.0 14.0 4264 2.65 805
atl 992 0.165 5.0 14.0 13913 2.65 2627
Partitions
{none)
Wlndows
61A:VINYL Insulated Glass�auble Hung;NFRC rated n 19 0.280 0 23.8 452 10.5 199
(SHGC=0.29) s 54 0.280 0 23.8 1285 18.5 999
' w 234 �.280 0 23.8 5577 32.1 7513
w 20 0.290 0 24.6 493 32.2 645
w 55 0.280 U 23.8 1309 32_1 1763
all 382 0.280 0 23.8 9117 29.1 11120
61A VINYL Doubte Hung;NFRC rated(SHGC=0.26) e 4 0.280 0 23.B 95 29.3 117
61A:VINYL Insulated Glass Double Hung;NFRC rated e 140 0.280 0 23.8 3336 29.3 4102
{SHGC=0.26) e 34 0.280 0 23.8 613 29.3 1000
s 12 0.280 0 23.8 286 17.1 205
all 166 0.280 0 23.8 4435 28.5 5307
10D-v:2 glazing,clr low-e outr,air gas,insulated vinyf frm mat,dr w 20 0.300 0 25.5 520 15.5 316
innr,1/4"gap,1!S"thk;NFRC rated(SHGC=0.18}
61A VINYL Insufated Glass Double Mung;NFRC rated w 41 0.278 0 23.0 936 35.6 1453
(SHGC=0.33)
Daors
11J0:Door,mtl tbrgl type e 40 0.600 fi.3 51.0 2054 tt:9 721
2014-Sep-02 14:41:00
��- � wrightsoft' Right-Suite�Univusal 2012 12.1.06 RSU13A10 Page t
AC:C:A ...1DesktoptHeat Lasses 20131Lenner fi072 Eagan.rup Catc=MJS Frant Dow faces: N
Ceilin s
16�R-44ad:Attic ceiling,asphalf shingles roofmat,r-44 ceil ins, 1843 0.022 44.0 �t.87 3446 0.95 1758
5/8"gypsum board int fnsh
Floors
20P-38c:Flr floor,frm flr,12"fhkns,cerpet tlr tnsh,r-5 ext ins,r-38 251 0.030 38.0 2.55 64D 0.40 101
cav ins,gar ovr
20P-38v;Flr floor,frm flr,12"thkns,vinyl flr fnsh,r-5 ext ins,r-38 72 O.U30 38.0 2.55 184 0.40 29
cav ins,gar ovr
20P-38w:Fir floor,frm flr,12"thkns,hrd wd flr fnsh,r-5 ext ins, 24 0.030 38.0 2.55 61 0_40 10
r-38 cav ins,gar ovr
21A-32t:Bg fioor,heavy dry or light damp soil,8'depth 1496 0.020 0 1.70 2543 0 0
2014-Sep�02 14:41:00
,�, `� wrightsaft' Right-Suita�Universal 2012 12.1.06 RSU13410 Page z
i�CEa...1DesktoplHeat Losses 201311ennar 6012 Eagan.rup Calc■MJ8 Fronl Dow taces: N
N w � u
�3 a �ar o � 0 3 `0 3 00 'o ao c3 U � n' �'' ^' o' �t �.f c.� `�x taN � C � n q 0}��, ��
� ` � (xn �j ixi� X X X X X X �j O O A O A a C3 4 '� rF 23 �O O � `k7,`p�''£''���1:
a� a� � � �, x x x x x �c x x E a.€ `� °�� �t°.:�
Q Q q o o Q 3 0 0 0 o m <�" �" s�" `L' �' C � m :G ° � 'E 7 �D N � £�x.,
-n n� ,%,� -it -- � '. � .� ... '. ° -° S' Q P c g � �, a' � °w f�li �N ��.,
N N Tl N �i N � ?�y O � (p ifl „'S.����+p�i
� � � � � � ��$�i
: � ��z��
k �—�I ����
� � o o v� o m m tn m C7 cn � tv 4�� j: �.�1 r
� �T 2 S Z � � j Cn n> U� rv fJ'� y tl!D t !"' -p ..a r-���y�r:
� o j N N n� � N o � x 2 S ° 2 � S � ? ' fA rn �"� !T7 i `'s�i
0 0 0 o Q o 0 4 0 o p j �(�i � Z Z ^�OW z�.w��'��:t
� � � : : L�� Z � tnZ �3'� b"�
Nyy�� # i z� O D �'
..�.. � � j �� O O O O O � q D 0 q N N � N N N N s g z � C� � - .r i�
� ... � -i n o 0 0 0 0 0 0 "#o�' �°$ �� cn � T p. ,'''.,,�
�' T fn '7'1 'it (A T fn fA CA N
� � s o a � � � c�i ci czi m z � � � � X z ?� v, -� cn u, ��3 � �,�j ' y �-i; ��' -
� 47 0 � x z x z z � � < � .
:��� y Z N r Z � 2 Z Z 2 � z � fn = � _ � � r.. G) � �M h m �Ij' ��.,_. '
1'/ L� � 2 '�n S �7 � S !.... r Z _v'
�; v � � � � � �7 � � � G7 4� O y L� z z m Z r" z D Z Z 4�� O' '11 � ' <
Gi r r r- r r. � D 'D � D � � � � G� ,n �D n �� VJ C�!] �`,�
r � ? m � � � � � � � � n c�i, � c�-, � � � � � m � � � Y m; � C O •��.�';,�
o �j A �-E � � G) � G� � � � n � m Z t�� _Z � _Z n� Z 2 : � �' "rC -J D;iR' ��
t" xl C� y � C) (� �` -i r -i r C3 i c Cj� � t�• �� -�
; � � p --I -i -��1 � -c�-�i -�i tn � aw � � w � W � ° C C � � O (n � �
' � �n "� W t�i c.� w 4i w U z tn oo � ° A ° � � r r � � Z i a " ��
i, tn n � a o 0 0 0 o cn � l� CA G3 G� � G� LS d � r � � .y.� t� _�
� A w u� Cn fn tn fn 'n --t Z1 .:a � %U � t� � •
"r�n � � � � .�'v � z � W n m -� u°, � v°i � ^' � � � � �'� cn tn rn �
-f m � r o ?1 cS Ul iv cn n� y `� L) � � i Q � ? ? « . ;,,,�
w � m � � r7, N � � � ^� c� c� P oo;�a � �a �.�., y�
o � � � �7 n t7 N (� N n � ;-1 -1 4 � r'� (� � Z Z1 `0 fn r s P 1
"IT `� �1 = 7C1 � .(n Cq ? � L1 Ct 1L ? �w� .����,!
C
m � � m ..{ in � x o «. � �:�'�i
i� '� :U r -i fll ...� � lA Ul � � m � � � � m ,yo`,: :'.`�di�{
i � � � W � C�i.i n Xi _.11 £ � z� �1 f/1 i � n ..ia����,
(' m � m o o � rn V� y� � �� .+•
k � � w W � (f Z� @ �. .Q�
� �1 � � ::
; � � o b � g rn c,, w o, z �����
� Q ; �� � � 3 N ' :s„?�
� a t �: �� D � � -p �� �;�
z � D r�-,1 �'ry .�',�
� z z z z z z z z z z z ��� � C w ��
Z z z z �' z z z z z z x� �' 'C � 0� +� }F
�1 O O O 0 Q O O O O O O O O O O O Q O O O O O � � �� � 3 . �
� m m m m z
� m m m m m m m m m Z z z z z z.. z m u �'; � W o � ��',
m in m m m m m m m ��,� v' � ,.� � �:�
� 9 -, �, � � :: ` �
� N W W W
��� o� � � c» -
� D1 C1 J
N V �
N A A X X X X X X j( � x 't,t � ' A tv0 A (6 A � � j Q� i � D � < � �
A >C A O A c � v `� N � A d � x � SC -� ji 1 `' � F ' z f'�j 7 i
� 'X N N O V O] X .NA X A )C A � 'p' g K � r :`�'�t i S:
�. Q � <'�' a o ° -�Xi x � � I � � m�.��
� N ^� i ' O
i m � F � -� .' 'I.
° -�'-r m� u�i � m 'ai c �j (� � � a n a W S ao m m � rn m p �I-� � Z, ;��- .;
n . :
; S � � Z1 � m � 2 Y j � r r m� C p 5m� p rn � � � �n a 'O ° ;os ':�
� D D a � � � � � O O O c�,� o ni n� w � � C 7 � ���...o J 'a : r?3' �
w �C -C p
� � � U�i --i -�I -�I -�f D ��� C� 'C � � K � �, '�::"_�:
j -� � � � o 0 o v ��,�� a, ,.
� : o � g � � � ��w s��;;
4 � � C 1
� ...� ... ,.. w N s ... A w � a,i ... .... � ... ,_, �',�'�� A � O � m a
.., � s .. w � W � '�
o , i � � � �� � a . �
i C� i
;. 9-3 k.�P.� • fi � � m '" �� ' z�
a0.1 � M9,,��� � �.;
1� . W��� 90 �'�t, r '�
'� � � '",m� l�f '� ��q1` " �k�i
4� Lti !�s � ��� N� `�'��
i �w .0 ���� A �.. .��
�� � ��
� �tn� � � =��
� � �. . ��.,
. �.,.'� O � � • �'o� t_ .__.. �,....����
� Y !'``�.�"�°.��,
��..��;F�
' r
PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE
Compliance with Procedures to Ensure
Submitter: Noise Impact Area Adequate Noise Attenuation:
Lennar Airport-MSP Internationai Exterior wall construction:
16305 36th Ave. No. Noise Zone-4 LP Smart Board
Suite 600 15/32"sheathing
Plymouth, MN 55446 New Infill Residence is a"COND" Tyvek wrap
952-249-3000 use in Noise Zone 4 2x6 studs 16"O.C.
R-21 batt insulation with 1/2"gypsum board
Roof Construction:
Plan Reviewed: �L'°� � , ; tl..; �?� ir.���...i/�c:;,— Peaked roof with manufactured trusses 24"O.C.
��t��l�'1 �ALv�:���5 �Tlz.l��L- �-I�r Roofvents
Shingles
Information Submitted: 15#felt
Annotated architectural drawin s includin : 1/2"sheathing
Blown insulation R-44
Windows: Atrium 5/8"gypsum board
Swinging Patio Doors: Atrium
Entry Doors: Therma Tru Mechanical Ventilation System:
Skylights: N/A 3-ton central air conditioning unit
Compliance with STC Requirements: Window, Door Frame, Perimeter and Otfier Seals
� All window and door openings are to be caulked
Average window/wall area for exterior walL• `'�, �i i� with butyl-based caulk
With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap:
with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed
requirements;
Ventilation Duct Exterior Wall Penetrations:
Summa : All exterior ducts will have bends as required
by the ordinance
Other measures including duct bends and caulking are being
taken to ensure minimum transmission of noise through the Door and Window Construction:
exterior building shell so that th�construction should meet Windows: Atrium (30 STC)
the compatibility guidelines. �
Sliding Patio Doors: Atrium (30 STC) !
Therefore, the materials and construction as proposed should
meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC)
Skylights: N/A
Review Completed (date : �- �,�. � �
Other Exterior Wall Penetrations:
Review Completed b : Tom Tamte Sill sealer between plates and blocks
- �''"�. � LOT SURVEY CHECKLlST FOR RESIDENTfAL
BUILDING PERMIT APPLICATION
.,� � /
PROPERTY LEGAL .� � �� �� ' ✓��/' � d�-
DATE OF SURVEY: �.�/�¢
LATEST REVISION:
a�
a�
c
ca ,
L
U
�
O z ¢ DOCUMENT STANDARDS
�' 0 ❑ • Registered Land Surveyor signature and company
�"r7 � ❑ • Building Permit Applicant
� ❑ ❑ • Legal description
,B ❑ 0 • Address
r0' ❑ ❑ • Nor�h arrow and scale
�Y ❑ ❑ • House type (rambler,walkout, split w/o, split entry, lookout,etc.)
� ❑ ❑ • Directional drainage arrows with slope/gradient% •
� ❑ ❑ • Proposed/existing sewer and water services&invert elevation
� �` ❑ ❑ • Street name
fd� ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.)
,0'" 0 ❑ • Lot Square Footage
� ❑ ❑ • Lot Coverage
ELEVATIONS
Exisfinq
� ❑ ❑ • Property corners
� ❑ � � Top of curb at the driveway and property line extensions
� ❑ ❑ • Elevations of any existing adjacent homes
�'' � ❑ • Adequate footing depth of structures due to adjacent utility trenches
�H' � ❑ • Waterways (pond, stream, etc.) �
Proposed �
�( 0 ❑ • Garage floor
�1 0 � • Basement floor
�0' ❑ 0 • Lowest exposed elevation (walkouUwindow)
�' ❑ ❑ • Property corners
�f' ❑ 0 • Front and rear of home at the foundation
PONDING AREA(if applicable)
�` '[] ❑ • Easement line
� ❑ ❑ • NWL
,P1 0 ❑ • HWL
�' ❑ ❑ • Pond#designation
� ❑ � • Emergency Overflow Elevation �
�' 0 • Pond/Wetland buffer delineation
Y � • Shoreland Zoning Overlay District
/S') .N • Conservation Easements
t/
DIMENSIONS
�' ❑ ❑ • Lot lines/Bearings&dimensions
� ❑ 0 • 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. ail structures requiring permanent footings)
�� ❑ ❑ • Show all easements of record and any City utilifies within those easements
� ❑ ❑ • Sefbacks of proposed structure and s' ard sefback of adjacent existing strucfures
� ❑ ❑ • Retaining wall requiremenfs:
Reviewed By: Date / ��
G:/FORMS/Building Permit Application Rev.11-26-04
J
t
Lot 16, Block 1 , STONEHAVEN 5TH ADDITION �
according to the recorded plat thereof Dakota County, Minnesota '� e o� '"et�o;o
Address: 3494 Sawgrass Trail E., EagC7n, �__Pe9 grad�n9 P „�
Minnesota
House Model: Blakel Elevation: 63 � �ot area =12110 SF
y Edge of water � House area =2151 SF
n i iT� n T �� Buyer: Inventory 8-06-14 0 ��� Porch area = 197 SF �
uv � �_u � L� WETLAND W-H -, ��� Sidewalk area =58 SF �
���%-'X Driveway area = 871 SF
___ __ �°� �,��'� ,cj +'w Total Impervious Area =3277 SF
_. _ _ (860.8)�`-_�"��'� Na7°Za��9x Impervious Coverage = 27.1 � I�
— "- �e ��• ��N Building Coverage = 19.4 %
a. �± : t';�l w' , �'..i"� `� ���) . ��j10� X � .
� �t �
Scale: 1" = 20, �: � -„ � ��'f����'�'3�� o "8� �
,�� � , , �,���,� c� �+, I Edge of water
� ...� � ; � �---8-06-14
�7'
�� �
Benchmark: � ^o ��o
Top Nut Hydrant S � —
Elevation = r / �� � 8 WATER QUALITY
�� �����. Ce.I ��� � Setbo�k \� _-- �� �9S BASIN 11-1 P
�� M _ � Wer�9fadin9 P`°� :_ __ -=�\ ' \\�� m�� O HWL=862�
� t ' ' -�'_ p_.:.=---_�-� I�fSTA�J. ` x.
�ate � . _ � _ _ -� -- -1----- � ��RIMETER���Ta �'. o
- ----==
. �Y��t�� N ' � `� ��
�t.It'11� �` �1�.E���.°e�:m�4�.1'MlJ 1s�s�.3 Y� �. � �... ....�_._ / X
� , / �
/ � /
0 I��� ^M �/ � ^O r86
� RJ
(8�s.�) ^� �' X o' � �°
-------� �� � �,• �
i �s`36 � � / s �
� �� �T, h �B�S � � ����'�°'� �
i � ,,` � ?) X i �_ �
i �,l / ` � k �i / \
i �� ; �,, i /
I �I j 2 8����.,,, �p�// � m
a�i a� -o � r� / 6,�� �,ro � �ry
3 0 � � � � d� `°i h � ,�-�
^ �-_ � j � I �j ry O �\` / I /
^M a cn I � � ^ � M \ �� S � .\
� ' ���'I �� '�� ' � � O
N , � �6 �� / �8 0 , , � ^,�. ,�.
O � � �� - �°r / � '" 7� �`
0
N � -. l v°� 8 No°Sed � '/
o `�'; F s / �
'�` --� I ` Nry 4" e
� � I � w / Gor 'e W �ti
L------I � � , 8�9 ,/� °9e ; � ^ / �^�8) �
/ / �� A) ^
� __—__J___—J /�// ��4�0 ��.�0 � j' � � �
(884.7), � � ' "' h"� ry�.
, � �883 9� ` ,, �� �. � �
� /
Benchmark: ��' I ` o �� 4 �^
top of spike ' o � `` y`��=_��0 �
elevation = 881.09 � � a�oeos d 9so \�po �^ �
� � �y woy �° r�h � � A
'� '�.op o° R� `'1 0 �i.`C ¢,
' ��g � ry g S� � �`Kc �O�^• �'h. .}�� Jr'J
� �O
❑ ` ` �/ �883 S� / i � �V
ta — (881.6 m' � \ � h k � � h
;� '. . � � m ^ � � � \ �o' �883���� ��\ v�� �88 ,
m'
a ���,6:.. � � , / � 29 +�
, aa,5:. . o r � ,� o � � W
� �k .. �� i /" ^� � +'�
' � ° �o � ° `. �d � i � S ^�°j Benchmark: �Q�
i � `b" ��� ' �o. � top of spike °
� i " �'� � ' �4 elevation = 880.51 ry�
i �
—�——-i I ��,� o ❑o '�
� -� ��a. � /
� � \ a\ � d�� � IC9
�o mr, ��� IQ���4$, ' a���^. . B�gJ
�� m - /�\ S�O �� ,, •� $ao• ..� �
�+ Denotes conservation post
I � � �V ' � �o ' ,: a \ X 000.00 Denotes existing elevation
� � ��� � �%\� �' ( 000.00 ) Denotes proposed elevation
I j S� �, � \ �� � \ � Denotes drainage flow direction
� � �
� � y/^���\ � \ � : \ � Denotes spike
�� � \
I �1 ,
� ��v \\�
� TR � �
� /
�,
�� ` F ��� \ � Lowest allowable floor elevation : $74.5
Construction No�es: -- �S� �-� �
1. Install rock construction�rar+c,� \ �\ House elevations ,�Proposed) / As-built
2. Install silt fence as needed for erosi�control. ���� �
3. Sidewalks shall drain away from house a �imum of 1.0�. �� \\ Lowest Floor Elevation :(876.2) �
4. Contractor must verify driveway design. \ � � Top Of Foundation Elev. �(884•2) /
5. Contractor must verify service elevation prior to cons�ction. •(883.9) /
6. Add or remove foundation ledge as required. \ � \ Garage Slab Elev. � Door •
�
General Notes: � \
1. Grading plan by Pioneer Engineering last dated 5/13/13 was used to�
determine proposed elevations shown herein. \ We hereby certify to Lennar Corporation that this survey, plan or
2. This survey does not purport to show improvements or � report was prepared by me or under my direct supervision and
encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the
direct supervision. � State of Minnesota, dated 08/05/14.
3. Proposed buiiding dimensions shown are for horizontal location of
structures on the lot only. Contact builder prior to construction for
approved construction plans. \ Signed: Pioneer Engineering, P.A.
4. No specific soils investigation has been performed on this lot by the �
surveyor. The suitability of soils to support the specific house proposed
is not the responsibility of the surveyor. BY:
5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor
those shown on the recorded plat. Minnesota License No. 42299
6. Bearings shown are based on an assumed datum. email-phawkinsonC�pioneereng.com
Revisions:
P �,XX_xX_� Certificate of Survey for:
I�NEERengineering
Lennar Corporatlon
CIVIL ENGINEPRS LAND PLANNERS LAND SURVEYORS LANDSCAPP ARCHI7'PCTS �
Ph.:(651)681-1914 16305 36th Ave N Ste#600
2422 Enterprise Drive Fax:(651)681-9488 projcct#: 113206031 Plymouth,MN 55446-4270
Mendota Heights,MN 55120 www.pioneereng.com Foldcr#: 7498 Drawn by: kth Phone:(952)249-3000/Fax:(952)404-1909
CC��(11�PinnaPr FnainParino
. .
clty of E����
Address: 3494 Sawgrass Tr E Permit#: 127016
The following items were /were not completed at the Final Inspection on: �' �g ''��
: , } �
�
, a,C�rrt ,l,��e�;��; '�Ik,i����r1�1�#� , '�°'``LcaFnrl'i�nts
Pk�V�i .,t, 1,. �, '
Final grade - 6"from siding �
Permanent steps —Garage �
Permanent steps— Main Entry �
Permanent Driveway ✓'�
Permanent Gas
Retaining Wall or 3:1 Max Slope ✓
Sod / Seeded Lawn �
Trail / Curb Damage
Porch -- .�
Lower Level Finish ,�`�
Deck � ,.
Fireplace ✓ �A,'n /Lo�p�
• 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: I Q W�IV) � ���H�
I
G:\Building Inspections\FORMS\Checklists
,
x Use BLUE or BLACK Ink
,
For Office Use
City 1�a3 )Permit#:
O Eaall Permit Fee: 2'72—•
3830 Pilot Knob Road /7,77
Eagan MN 55122 Date Received
Phone:(651)675-5675 RECEIVED Staff:
Fax: (651)675-5694
MAY 0 4 2017 ��
Ififj
2017 RESIDENTIAL BUILDING PERMIT APPLICATION'
Date: 5 13— Site Address: 3 5. -50` rit'i L-t- Unit# 1 1�
Name: kI .Q ..-t ko 12 Phone:
Resident/
Owner Address/City/Zip:g Applicant is Owner Contractor211)
= Description of work: /'J %1.' 1 A
Type of Work
,�,//
Construction Cost: /y Multi Family Building: (Yes /No./� )
,. Company: �Q r1� tt S C. .a ContactQ �t ai `c1'fm . .
: P Y -
' Address: /� � C� t>'t+� ( �f t-trL. City: t..CC L'(. err 4
i COntraCtOr 3
State:Zip: --C:Rr'YY Phone: f[2 36 3011 Email: Je.ar-.iQCQl ✓'arX pelt t.P/.-r G C rn.,
rrff £1.1.
i License#: IL (c?(/2 • Lead Certificate#: l� -t'' Pa
T' -
If the project is exempt from lead certification, please explain why:
J-- &LI 1 t '1 Z 6/C/
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:
II Mechanical Contractor: Phone:
n, Sewer&Water Contractor: Phone:
i
Fire Suppression Contractor: Phone:
NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of
the information maybe classified as non-public if you provide specific reasons that would permit the City to
conclude thatthey are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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.
Exterior work authorized by a building permit issued in accordance with the Minnesota State : = ode must be completed within 180
days of permit issuance.
x lec.'Cirley- 44, &c.fet
Applicant's Prinifd App icant's Sign-
Page 1 of 3
DO NOT WRITE BELOW THIS LINE 1Lb-G-Sc
SUB TYPES •Sql W r sS l {
Foundation Fireplace Porcb(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 tilt 5'7 .— Occupancy :1124 ') MCES System
Plan Review Code Edition OM 7-01 C SAC Units
(25%_ 100%�" ) Zoning T7 City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction \re Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) Final/C.O. Required
Footings (Addition) 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: --"no V X1/1 i "-lIR- , Building Inspector
RESIDENTIAL FEES
Z t
XP/y T-.n6tJDe5 S7/9 Z`A 4-`c� cS," Sg•r4r)
Base Fee
Surcharge 3 80 51 ,c (--
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit& Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
Lot 16, Block 1, STONEHAVEN 5TH ADDITION
}
according to the recorded plat thereof Dakota County, Minnesota '� a of '"et1Qion
'�_Peg gradln9 P
Address: 3494 Sawgrass Trail E., Eagan, Minnesota Lot area =12110 SF
House Model: Blakely Elevation: B3 '
House area =2151 SF
Edge of water
n i 1-1-1 r1 T 11 Buyer: Inventory 8-06-14 ' .•...-/ Porch area =197 SF
vv I L_\.J I L� WETLAND W-H :� Sidewalk area =58 SF
���. Driveway area = 871 SF
_--_`_- -` �� ,..�" �5 , ++w Total Impervious Area =3277 SF
1 r86U.8) ..-_-....--1==_� �r N$.�o281gx Impervious Coverage = 27.1
Building Coverage = 19.4 %
If o
Scale: 1" = 20' rr; g Vi'aii Will o 38• f
SU x sz„i'lLIii ed ,•1 N ��4` ---Edge
06-14 waterf
m
Ti i
Benchmark: _ __ 0 `R
Top Nut Hydrant 5 `-
Elevation = I N' WATER QUALITY
4 V I L.V lam-' / ck \ �, 9S BASIN 11-1P
4, in I wetlo�edin9 P‘°n \\"�J " - `�‘� aY O HWL=862.70
83. . �� _,�. I ' ��- Per 9 -11�STA�.E. \\
Date ti ,... -_-L-_------�`---- -- -- 4 e
4.
h
t� RIME"��RQ
EAGAN t✓isikouNizt. 1i.0 Lt.4 I. �,� x
Iiiirtio, \
(876.7) io. 7 ---Al. ; g0
S`36 L/.11 s 9`ftr o f / 6 N
r, 0 84 / N
i m / /
�, /
„, �Ni: i / ' 6•0101 ' ' „H
cor oin o I I
a /
0 \ _
0 / pose / �"
^1 --� I N f 6-4.p.. /
'-------1 al i th
/corg9e----� �' ! 2 '0 0� / �c �J Oi
r / �� / / h� �ry
Benchmark: �. • g0 e
top of spike ' 0 I n Oa /
elevation = 881.09 N? / jO,00 a. '. /
g I �r ke oyes 8 p°rch / /
• A
(4988 R�
C,,ro
•
'a•. 8) . i
(881.6) 0 h k /; ► .,
""'��.�,..,f ,�`1 �a 5 �°j op fmsp spike
tark: �
0
/ elevation = 880.51 ry�
1 i
. 0 con �-.
ti,„>>P:4;
l.. . moo¢
cr /� `�++�� �h l . - 45...-,..
) lr Denotes conservation post
I t ``- 5 0 c 1..\ X .00 Denotes existing elevation
j �` �%40 ` ' \ ( 000.00 ) Denotes proposed elevation
I I S --� ••, '� Denotes drainage flow direction
I i �//�`� - N A Denotes spike
�. / " `
1 qs ��,
I S 1.,
6-,,,, \ , Lowest allowable floor elevation 874.5
Construction o es: -- s 7. ��� \ \
1. Install rock construction e tronck
2. Install silt fence as needed for erosiaascontrol. \-•� .. House elevations (Proposed) / As-built
3. Sidewalks shall drain away from house a 1'r ajmum of 1.0%. \\,\\ Lowest Floor Elevation :(876.2) /
4. Contractor must verify driveway design. \
\ • Top Of Foundation Elev. :(884.2) /
5. Contractor must verify service elevation prior to const\ction.
6. Add or remove foundation ledge as required. .. \ \ Garage Slab Elev. 0 Door :(883-9) ./
`
General Notes:
1. Grading plan by Pioneer Engineering last dated 5/13/13 was used to\ \
determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan or
2. This survey does not purport to show improvements or \ report was prepared by me or under my direct supervision and
encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the
direct supervision. \ State of Minnesota, dated 08/05/14.
3. Proposed building dimensions shown are for horizontal location of
structures on the lot only. Contact builder prior to construction for
approved construction plans. Signed: Pioneer Engineering, P.A.
4. No specific soils investigation has been performed on this lot by the \ J
surveyor. The suitability of soils to support the specific house proposed �C!
is not the responsibility of the surveyor. BY:
5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor
those shown on the recorded plat. Minnesota License No. 42299
6. Bearings shown are based on an assumed datum. email-phawkinson®pioneereng.com
= CePifi= Suwey
.
PI$NEER e ', for:
ng Lennar Corporation
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIRIECIS
Ph.:(651)681-1914 16305 36th Ave N Ste 4600
2422 Enterprise Drive Fan:(651)681-9488 Plymouth,MN 55446-4270
Mendota Heights,MN 55120 www.pioneereng.corn Project 113206031 Phone:(952)249-3000/Fax:(952)404-1909 f
Folder t!: 7498 Drawn by: kth
11/0
0 ml'Pnnr
i -r Pnoineerino i
•