3444 Chestnut Lane _ __���'���7��l��3����...��.
� ��� ��,� ����
�� ��� —I t�a� ��� ___Use BLUE or BLACK Ink
L � �
� For Otfice Use �
•+ � — � ��I
C�E� a������ RECEIVED �r� ��Permif#: �
�
� � Permit�ee: �' � �
3830 Pitot Knob Road q `i
Eagan MN 55122 I � MAY L U 2��� j Data Received: j
Phone:(651)675-5675 /-������ i StaH: �
Fax:(651j 873-�684 � �
1�����.����������� J
2014 RESiDENT1AL BUILDING PERMIT APP�CATION
�l ` ��`�`� C(t'.! ��-t �� ����''''� c•
Dafe: 3ite Addresa: /t ��' f � Unit#:
Name: 4•�°nAWr Phone: l S.� ` ���/ - JG�c'�
ResidenU �
Owner, : Addresstcityiz;p:�L:��S �� /��;t, �U. . Sti�E� l�; �� �� . �a�Ussyyc
Applicant is: Owner �Contractar
Type of Work > �escription orwo�c: Jew }k(�,p Ci�n.l�ra���w
Construction Cost: Multi-Farnily Building:(Yes�,/No_}
Company: ��Ahcl� Cantact:
' �41�s 5���� ,, fi' City: ��tlr�f.a��1
Address: , �lJ�'. �tR� _-----_
C011tfaCtO� .
' Stafe:�Zip: 5��tlG Phone: `�.5�-�+�1`�'�6�'t7 Email: -—
�icense#: ��113 Lead Certiftcats#:
If the project is exempt fram tead certification,please explain why:(see Page 3 for additional irtformation)
k \ ��x1„ ��,,� � �
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months,has the City of Eagan issued a permit for a slmilar pian based on a master plan?
YYes ,_,_No If yes,date and address of master plan: 3 y0 S G/d���`lA!�'T L.!✓ �l/�'�`�n'.SO�it� GJ
Licensed Piumber: ��ctni�(� ��l�ff�A,'tr�,( Phone: ��5�-' t ��f' ��t���
tl
Mechanical Contractar: �� �� Phone:
Sewer&Water Contractor: r � � ; c• U C'� Phone: CS�'�t�E` ��`��
NOTE:P/ans a»d supporting;documents that you submit are consldered to be:pubJJc lnformaftdn. porllons:of
the fnformatfon may be classJ�Jed as non-pablfc;if.yauprov�de,specifJc reasons that wnuid perr»it the.Clty to
` conclude thafthe :a�e frade secrets: ` °" `
CALL BEFORE YOU DIG. Call(3opher State One Cati at(681)454-0002 for protection ageinst u�derground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.go��ateonecall.ora
I here6y acknawledge that this information is cflmplete and accurate;that the wo�ic will be in contorrnance with the ardinances and codes of the Clty af
Eagan;that I understand thfs is not a permit,but only an appiica6on for a permit,and wark Es not to start withouk a permit;lhat the work will be in
accordance with the approved plan in the case of work which requires a review and approval of pla�.
Exterior work authoHzed 6y e huilding pertnit iss�ed In accordanca wfth tha Mtnnesota State Buitding d must be compfeted wtthin 180
days of permft issuance.
x ��-i'1 ,���.!d-�I"\ x B ___ ���
Applicant's Printed Name ApplicanYs Sign�t
Page 7 of 3
`�'�-��y G1�r���n�r Ls M Z���1�
�
DO N07'WRITE BELC3W THIS LINE
SUB TYPES
_ Foundation � Fireplace _ Porch{3Season) � Exterior Alteration(8ingle Famfly)
� Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi)
Multi Deek Porch(ScreenlGazeboiPergola) _, Miscelianeous
� 01 of�Piex � Lower tevel _ Poo1 _ Accessory Building
WORK TYPES
New _ lnterior Improvement � SEding _ Demolish Building*
_ Addition � Move Building � Reroof _ Qemolish Interior
_ Alteration � Fire Repafr � Windows _ Demolish Foundation
_ Reptace _ Repair � Egress Wlndow _ Water Damage
_ Retaining WaN •Demolition of eMire building—give PCA handout to appitcant
DESCRIPTION
Valuation ". g' OGd Occupancy .ZRG�3 MCES System
Plan Revi w Code EdiEion �2 SAC Units 1
{25%�OO�o� Zoning /�,� City Water �
Census Code ��l StoNes �_ Booster Pump �
#of Units � Square Feet �j h� PRV �_
#af Buildings � Length � Fire Sprinklars �
Type of Construction 'p'�-• Width '.��
T-
REQUIRED INSPECTIONS
� Footings(New Building) Meter Size:
Footings(Deck} � Final!C.O. Required
�ootinqs{Addition) final t No C.O.Required
� Foundation HVAC_Gas Service Test Gas Une Air Test
+� Raof:�Ice&Water �Final Pool:�Footings _Air/G ests _Finai
� Framing Draln Tile
� 1=(replaee:�Rough In �Air Test „�Final Siding:_Stucco Lath ,�Stone La _Brick
Insulation Windows
Sheathing Retaining Watt:,_Footings_Backfilt_Final
Sheetrock � Radon Control
Fire Walis Eroslon Controi
Braced Walls Other:
Reviewed By: ,Building Inspector
RESIDENTIALFEES, � f� r�2 ?�`� � �,�� GG 9�1� `"=°
Base Fee 7 � (/
surcharge °.1.�� ,r'L,�, /l tj'Z �� �"74� /Bd �i$"�1� �A
Plan Review 3 g d !
MCES SAC �����, 3 � � � `�!•�/ J5 �'s�p, �C
City SAC r� �
Utility Connection Charge ��3 ,�3/ AG
S&W Permit 8 Surcharge
Treatment PIanE
Copies
70'CAI.
Page 2 of 3
� a3���`
New Construction Energy Code Compliance Certificate
Per NI IU1,8 Building Cenificate.A luulding ceniticate shall 6e postecl in n pennanently visibk tocntion inside Uatc Certificate Nos�ed
1he bnilding. 'fhc cchificate shall be completed bp thc bnildcr and shall list infonnation nnJ vahics of
com�nents listed in Toblc NI 101,8,
htailing�ddress af the Dwelling or Ih��rlllag Unil City
3444 CHESTNUT LANE EAGAN
. NnmeofResideniinl�Cunlractor M11h4icenseNamber
THERMAL EN�lELOPE RADOh! SYSTEflA
type:Check All That Apply X Passive(No Fan)
�
0
N G :'.' '.: �. .' .
� �, Act�ve(Ff'llh jnn and rna�aneter�ar.
a a. otFier system nioiritortrTg devlce:)`.,:.;
� � �
'° ° �
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� Q � " 'o U � a �
p W a� v �
✓ C o H H V p, w w ..�".
Insulation Location � ° � � � o �
os o ia 4n � yi ;d
E F�
E°- � z � 'c.��.'. ci u°. � ix ix Other Piease Describe}lere
Belosv�ntlre.S1�b X
_.
Toundation�Valt X
,
,
Perimctcr ofSlub on Ciradc '::` ;'r '.: -; ' '::': `; .':10 ttarERlort : ` '
Rim Joist(Foundation) X
RIm JOist(L`.t.rlOOt'+) �Q .? INTERIOR..':':
Wn[� 21
Ceiling;llat ; QQ ,
Cciling,vaulted X
Bay Windows or:cantilevered areas:; ,;}(
_ .
13onus room over gera c 38 5
Describe other'lnsulated areas (:'`' `' '` " ' '' '
�ndows 8 Doors Heatin or Cooling Ducts Outsida Conditionad Spaces
Average U-Pactor(excludes skyllghrs and ane daor)U: 0.28 Not applieablo,all ducts located in conditioned space
Sotar Heat Gain Coefticient(SHGC): 0.26 f-8 R-value
MECHANICAL SYSTEMS Make-up Air Selecl n Type
A liancea HeatinQ System Domestic Water Heater Cooling Systeni X Not required per mech.code
���i Ty�,e ; . Natural.Gas ;: ..Efectr�c. Electrlc Passive
Manuf�ctarer Lennox AO Smith Lennox Powered
tnterlocked�vith exhaust device.
�+�roaet` ` M�1s3uHOasxe24B GPVH50N ' 93ACX 0:18=230: Desoribe:
Input in �'�O� Capaciry in � Oatput in � 5 Other,descri6c;
Rafing or Size BT[JS: Gallons: Tons: '
' Heat Loss:. ' Heat Location of ducc or system-
` 35,700 `. ' 13 2A1 .:.
Structure's Cntcuiatcd r i _': ......: .. .. . ' ': Gamr,..t, '
AFUE or SEER: 13
xsr�b 93
Calculatcd 1&,245
EfTicieacv wafin load: Cfm's
PLAN CMS Jefferson "round duct OR
Mechanieat Ventilation System "metal ducl
Describe any udditional or combined heating or cooling systems if instelled:{c.g.nvo furnaces or air Com6uation Air Selecl n Type
source heat pump witU�as back-up fumace): X Not required per mech.code
Selec!Type Passive
Heat Recover Ventilator(HRV) Ca acity in cfms: Low: High: Other,describe:
Ener�y 2ecover VentilsUOr(ERV)Capacity in efms: Lotv: High: Location of duct or system:
X Continuous eshausting fan(s)rated capncit in cfins: 1 fan continous!ow SOcFm Meehanieal Room
LocAtion of fan(s),describe: Owners bath,Main 8ath Cfm's
Capacity continuous ventilation rate in cfms: 5p Insulated Flex
Tatal ventilation(intcrniittent+continuous)rate in cfms: 185 °mctal duct ;
Created by BAM version 052009 ;
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lienfiilafii�n, N1�keup ��d Co�bu�tion Air Ca�c�la��o�s
Subo�nit�a! ���r�t ��r �9e� Dwe{f�n�s
These blan.k submitfial forms and instructions are available at the.City ':website.and ai C(ty I•lall. The com�leted form must be submit-
ted ip ciu�licate at the t�tt�e of appllcafion of a mechanical permit for new construction. AdcJitional forms may be downloaded and printed at:
Sfte address c�y , �etc
z � �,7' x..-�.:. ,S _�y�t
Contractor ./ � � � � � Compieted � /�
�r�. r.-- C �etii« ...v+4 ey ���77"
$@Ct101'1 A
Ven#itation Quantity
(Determine quantity by using Tabie N11Q4.2 or Equation 31-1)
Square feet{Conditianed area inc�uding �
easement—flnished or unfinishedJ f Total required ventilation j�d
Number of bedrooms � Continuous ventllation
Drrecrions-�etermine the total and continuous ventilation rpfe 6y either using Table N11a4.Z orequation 11-1.
The table and equation ore 6elow.
Table N110a 2 `
Tatal.and Continuous Ventilation'Rates(in cfm)
;Nuin6er.of Bedrooms .
'1 2 3:.: 4 5 6
Candifiloned space(in 1'otal/ ` Total/.. Total[ Tofsl/ Total/ Total/
sq ft( " continuous continuous c�ntinuous continuous contfnuous " continuous
" `1"000 1500 `" `60/QO''; _ ;75/40 ;90%45 105/53 ' 120/60 135/68
;a.S01 2000' ; �0/40 85/43 100/50 115/58 130/55 14S/73
2001 254.0. 80/40 95/48 1 125/&3 140/70 155[7$
2501 3Q00 ::.. '90[45 ,;105/53 120/60 135/68 150/75 165/83
,.3001 350.0 ; !10Q/50 ::115%58 130/65 145/73 160/80 175/88::!
35014000 110/55 125/,63 14Q/70 .:,; ` '
. 155/78 "` 170/85 185/93 , •
40U2 4500 ' 120%60 `:135/68 150/75 165/83 18%90 195J98 '; •
4501 5Q00 130�65 145/73 160/80 175/88 190/95 r205/103 °:;,
5001 5500 ` 14U/70 155/78 170/85 185/93 200/100 21S/108;'.:, .
SSUl 600p 150/75 ; 165/83 180/9Q 195/98 210/105 22S/113' .;`:
Equation 11-1 : .
(0:02 x square Peet of conditloned space)+[35 x(number of bedrooms+1))=Total ventilation rate(cfm►
Totat ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,
for eecfi one-hour period accordirtg to the above table or equetion. For heat recovery ventilators(HRV)and energy recovery ventila-
tors(ERVJ the average hourly ventilation capacity must be determined in considerati�n af any reduction of exhaust or ouY outdoor
air intake,,or both,for defrost or other equipment cycling.
Cantinuous ventilation-A minimum of 50 percent of the tota)ventilation rate,but not less than 40 cfm,shall be provided,on a con-
tinuous�ate average for each one-hour period. The portion of the mechanical ventilatian system intended to be cantinuous may
hade aufomatic cycling controls providing the average flow rate for each hour is met.
G,�SAKETY1.1K1Vent-makeup-comb air submittal{2).docx P8g8 1 of 6
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5ection B
Ventilation Method
.fChoose either balanced or exhaust oniy)
8alanced,HRV(Heat Recovery Ventilator)or ERU(Energy Rewv- �Exhaust anly
ery Ventflator)—cfm of unft in low must not exceed continuous venti- Continuous fan rating in cfm
lation ratin by more than S00%.
Low tfm: High cfm: Continuous fao rating fn cfm�capadty must not exceed ('
continuous ventilation rating b more than 100%) L T N-.
Directions-Choose the method of ventilation,balanced or exhaust only. Balanced ventilativn systems are typica!!y HRV or ERV's.
Enter the low ond high cfm amounts. Low c m air flow must be equal to or g�eater than fhe requlred continuous venfilation rate and
less than Ido,b greater rhan the conrinuous rate.(For insrance,if the low cfm is 40 cjm,the ventilation fan must not exceed S�cfm.J
Aut'omatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan Schedule
Description Locatian Continuous Intermittent
�r� �civ. �1 $t,) rQC)
� � r� "y',�n�-r/b'_ �11 �i fp
Directions-The veniilatlon fan schedule should describe what the jan is for-,the loraiion,cfm,and whether it fs used for continuaus
ar inrermittent ventilation. The fan that is chose for rontinuous ventilation must be equa!to or greater than the law c m air raiing
and less than 100%greater than the continuous rate. (For lnstance,!f the low cfm Is 40 efm,the continuous vent'ilation fan must rtot
exceed 80 cfm.J Automatic controls may allow the use of o larger fan that is operared a percentage of each hour.
Section D
Ventilation Controls
Describe o erak[on and wntrol of the continuous and intermittent ventilatlonl
.
Directions-Describe the operation of the ventilatlon system. There should be odequate detaii for plan revJewers and inspectors to verify desfgn and
lnstatlatlon complJpnce. Related frades also need adequate detoi!far platement of controls and proper operotion of the bullding ventllatian. !f
exhaust fans are used for building ventilarion,describe the operatlon and loration of ony contrals,indicators and legends. !f an fRV or HRV is to be
Jnsta!led,descrlbe how it w!!!be insta!!ed!f it will be connected and interjaced with the air handling equipment,p(ease describe such connections as
detoiled In the manufoctures'installarlon instructlons.lf the insta!lation lnstructlons requlre or recommend the equfpment to be irrterlocked wfth the
air hand!!ng equipment for proper operation,such interconnection shafl be made and described.
Section E
Make-up air
Passive (deYermined from calculations from Table 501.3.1)
Powered(determined from calculations from Table 5013.1)
' Interlocked with exhaust device(determined from calculation from Table 5o1.3.i)
Other,describe:
LOCdtlOft Of dUCt Of Sy5tB1Y1 VBnti�atlon 1T18kEUp aiC:Determined from make-up air opening table
Cfm Size and type(round,rectangular,flex or rigld)
(NR means not required}
Page 2 of 6
�-��,-���
Direcrions-In order to determine the mokeup air,Tadle 501.3.1 must be filled out(see belowJ. for most new instaltatians,catumn A
wiU be appropriate,however,if atmosphericolly vented appliances or solid fuel appliances are fnstalled,use the appropriace column.
For existing dwellings,see 1MCSOY.3.3. Please note,if the makeup air quantity is negative,no additiana!makeup air wi(16e re-
quired for ventilation,if the vafue is positive refer to Table 501.3.2 and size the opening. 77ansfer the cfm,size of opening and type
(round,rectangular,flex or rigid)to the last llne of section D. The make-up air supply must be lnsfalled per!MC SOI.3.2.3.
Table 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENTlN DWELLINGS
(Additional combustion air will be required for combustion appliances,see KAIR method for calculations)
One or multiple power One or multipie fan- One atmospherically vent Multiple atmospfierical-
vent or direct vent ap- assisted appliances and gas ar oil appliance or ly vented gas or oil
pifan�es or no combus- power vent or direct vent one solid fuel appliance appltances or solid fuel
tion appi[ances applianres appifances
Cotumn C Column D
Column R Column 8
1.
0.15 0.09 d.06 0.03 �
a)pressure factor •
{cfm/sf)
b)conditia�ed floor area(sf){including
unflnished basements) ��
Eittmated House lnfiftration(cfm):[ia
x lb) �.. 1
2.Exhaust Capacity
a)continuous exhaust-only ventilatlan
system(cfm);{not applicable ta ba- ��J
lanced ventilatfon systems such as
HRV
b)clothes dryer(cFm) 135 13S 135 135
c)80%of largest exhaust rating(cfmj;
Kitchen hood typfcaily
(not applicahle ff rec(rculating system �.
or[f powered makeup air fs electrically
interlocked and match to exhaust �
d)80%of next larges[exhaust reting
(cfm); bath fan typlcaliy NOt
(not appllcabie if roclrculating system
o�(f powered makeup air is electricaily APP��cable
ince�locked and matched to exhaust}
Total Exhaust Capacity(cfm); � �S
[2a+2b+2c+2d]
3.Makeup Air Quantity(cfm)
a}total exhaust capactty(from above} ���
b)estimated house inflltreNon{from � �f
ahove)
Makeup Afr Quantiry(cfm�;
[3a—3b] �
(ff value fs negative,no makeup alr is ��r ,
needed► J
4.For makeup Afr bpentng Sising,refer ^��
to Table 501.4.2 !V
A. Use this column if there are other than fan-assisted ar atmospherically vented gas or oil appltance or ff there are no combustion appliances.{Power vent
and dlrect vent appliances may be used.�
B.- Use this column if there is one fan-assisted appflance per venting system.(Appliances othe�than atmosphericaliy vented appifances may also be in-
cluded.)
C. Use thls column if there is one atmosphericaliy vented(other than fan-assisted)gas or ofl appUance per venting system or one solid fuel appl[ance.
D. Use tfils eolumn if there are muRiple atmospherically vented gas or ofl appliances using a common vent or ff there are atmospherical(y vented gas or oil
appl(ances and solid fuel applfances.
Page 3 of 6
-S N S''�r�'�'Ov�
Makeup Air apening Tabie for New and Existing Dwelfing
Table S01.3,2
One or multiple power One or mulkiple fan- One atmospherically Multfple atmospherically
vent,direct vent ap- assisted appiianres and vented gas or oil ap- vented gas o�oil ap- Duct di-
pliances,or no combus- power vent or direct pllance or one safid fuel pliances or solid fue! ameter
tion appliances vent appliances appllance appliances
Column A Column B Column C Column D
Passiveopening l-36 1-22 1-15 1-9 3
Passiveopening 37-66 23-41 l6-28 10-17 4
Passiveopening 6i-109 42-66 29-46 18-28 5
Passiveopening 210-163 67-100 47-69 29-42 6
Passiveopening 164-232 101-143 70-99 43-61 7
Passiveopening 233-3i7 144-195 lOD-135 62-83 8
Passlveopening 318-419 196-258 136-179 84—T10 9
w/motorfzed damper
Passiveopening 420-539 259-332 180-23U 111—i42 10
w/motorized dam er
Passive opening 540—679 333—419 231—290 143—179 11
w/motorked damper
Fowered makeup air >679 >4]9 >290 >179 IdA
Notes:
A, An equivalent length of 100 feet of round smooth metai duct is assumed. Subtract 40 feet for the exterior hood and ten ieet for each 90-degree eibow to
determine the remain(ng length of straight duct allowable.
B. If flexibie duct Is used,increase the duct dlameter by one inch, Flexiisle duct shall be stretched wlth minimal sags. Compressed duct shall not be accepted.
C. 8arometric dampers are prohibited In passive makeup air openings wfien any atmospherically vented applfance ts installed.
D. Powered makeup afr shall be electrically interlocked with the largest exhaust system.
Sections F
Combustion air
� Not required per mechantcat code(No atmosp6eric or powervented appliances) G��� � ��L�z £�� �� � � ���ytF./.
Passive(see IFGC Appendfx E,Worksheet E-1E Size and type
Other,descrfbe:
Explanation-If no atmospheric or power vented appliances are insto!led,check the appropriote box,r�ot required. !f a power ven[ed
or atmospherically vented appllance installed,use 1FGC Appendix E,Worksheet E-1(see below). Please enier size and type. Combus-
tion air vent supplies must communlcate with the appliance or appllances that requfre the combustiar►air.
Section F calculations follow on the next 2 pages.
Page 4 of 6
�`'!'r.�SD:•,
Pro ecf Summa Job: CMS Jefferson A&C Unit
wrightsoftn � � Date: MAY 27,2014
Entire House By:
Elander Mechanical Inc.
591 Citadon Drrve,Shakopee,MN 55379 Phone:952-445-4692 Fax:952-445-7487
� • ' i •
For: � ���('' �<2.P�I?c.r� '...�.,'�
Notes:
� - • • •
Weather: Minneapolis-St. Paul, MN, US
Winter Design Conditions Summer Design Conditions
Outside db -15 °F Outside db 88 °F
Inside db 70 °F Inside db 7Q °�
Design TD 85 °F Design 1'D 18 °F
Daily range M
Reiative humidity 50 %
Moisture difference 37 gr/fb
Heating Summary Sensible Cooiing Equipment Load Sizing
Structure 28302 Btuh Structure 11257 Bfuh
Ducts 1127 Btuh Ducts 663 Btuh
Central vent (69 cfm) 6272 Btuh Central vent(69 cfm) 1321 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh "
Equipment load 35700 Btuh Use manufacturer's data y
Infiltration Equ,pme tgs nstible load 9324� Btuh
Method Simplitied Latent Couling Equipment Load Sizing
Construction quality Tight
Fireplaces 9 (Tfght) Structure 1217 Btuh
Ducts 117 Btuh
Neating Cooling Central vent(69 cfm) 1670 Btuh
Area(ft2) 1852 1852 Equipment latent load 3004 Btuh
Volume(ff') 14816 14816
Air changes/hour 0.14 0,07 Equipment total laad 16245 Btuh
Equiv.AVF(cfm) 35 17 Req. total capacity af 0.70 SHR 1.6 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 90 Trade 13ACK Series- RFC
Model ML193UH045XP24B-* Cond 13ACX-018-230-*
AHRI ref 4792130 Coil C33-25*+TDR
AHRI ref 1031313
EfFiciency 93AFUE Efficiency 11.9 EER, 13.5 SEER
Heating input 44000 MBtuh Sensible cooling 12950 Btuh
Heating output 41000 Btuh Latent cooling 5550 6tuh
Temperature nse 50 °F Total cooling 18500 Btuh
Actual air fiow 768 cfm Actua!air flow 697 cfm
Air flow factor 0.026 cfMBtuh Air flow factar 0.052 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat L.oad sensible heat ratio 0.82
�
Bold/ltellc values have deen manua!!y overNdden �I
Calcufations approved by ACCA to meet ail requirements of Manual J 8fh Ed. 1
2014May-2715:38;58 �
,� � wrightsoft' Right-Suite�UnNersai 2012 12.1.U6 RSU1341U Pege 1
ACCA ...Heat lasses 20131Lennar Patrioi Jefferson A.mp Calc R MJ8 Front Daor faces: N
i
1
i
i
Job: GMS Jefferson A&C Unik
-�- wrightsoft° Component Construc#ions Date: MAY27,2Q14
Entire House BY`
Efander Mechanical lnc.
597 Cilatlon Drive,Shakopee,MN 55379 Phone:952-445-4692 FaX:852-445•7489
' s - e •
For:
e - • • � �
Location: Indoor: Heating Coo70ng
Indoor temperature(°F) 70
Minneapolis-St. Paui, MN, US Design TD (°F) g5 1$
Elevation: 837 ft Relative humidity(°!o) 50 50
Latitude: 45°N Moisture difference(grAb) �4•5 3�•�
Outdoor: Heating Cooling
Dry bulb(°F) _15 88 lnfiltratian: Sim lified
Daily range(°F) - 19 ( M ) Method P
Wet bulb(°F} - 71 Construction quality f�9�t
Wind speed(mph) 15.0 7.5 Fi�eplaces 1 (Tight)
Construction descriptions �� A�� 8a�hmUe ftn Fa�l R Wt�g N�TM Lo�sh Ci�H�TM G�„
Walis
12F-Osw:Frm wall,vnl ext,r-21 cav ins,1I2"gypsum board int B 398 0 065 21.0 5.52 2097 1 21 a82
fnsh,2 x6"wood frm
s 5i3 O.tl65 21A 5.53 2833 1.21 6
w 432 O.Q65 21.0 5.52 2386 1.21 523
all 1897 0.065 - 29.0 5.52 10483 9.21 2300
Partttians
(none)
Windows
fi1A:VlNYL Insulated Glass Double Hung;NFRC rated g �2 fl.280 � 23.8 1004 17•1 2�27
(SHGC=0.26) 23.8 1527 29.3 1878
w 64 0.280 4
all 184 0.280 D 23.8 4379 26.5 4862
Doors � 21 0.600 6.3 51.0 1071 17.9 376
11J0:Door,mtl fbrgl type
e 21 0.6t10 6.3 51.0 1079 17.9 37
s 21 U.600 6.3 51.0 1071 17.9 376
all 63 0.600 6.3 5i.� 3213 17.9 1128
CeUings 1.87 2087 0.95 1U64
16CR-44ad:Attic ceiling,asphaN shingies roof mat,r-44 ceil ins, 1116 0.022 aa.o
5!S"gypsum board int fnsh
Floors
20P-38c:Flr floor,frm fir,12"thkns,carpet flr fnsh,r-5 ext ins,r-38 250 0.030 38.0 2.55 638 0.40 1�
cav ins,gar ovr
20P-38v:Flr floor,frm flr,12"thkns,vinyl Flr fnsh,r-5 ext ins,r-38 730 0.030 38.0 2.55 332 0.40
cav ins,gar ovr 0-,-'
22&10tpm:Bg floor,heavy dry or light damp soil,on grade depth, 134 0.355 10.0 30.2 4043 0
r-10 edge ins
2014-May-27 15:38:58
.ti, "�'�' wrightsoft' Right-Suite�UnWersa12012 12.1.08 RSU13410
Page 1
/�� ...Heat Losses 20131Lennar Patriot Jaftetsan A.rup Calc m MJB Front Door taces: N
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MULTI-FAMILY
PLAN REVIEW FOR CUMPLIANCE WITH AIRCRAFT NOISE ORDINANCE '
;
�
Compliance with Procedures to Ensure '
�
8ubmitter: Noise Im act Area Adequate Noise Attenuation: �
Lennar Airport-MSP International Exterior wall construction:
16305 36th Ave. No. Noise Zone-4 Vinyl
Suite 600 15/32"sheathing
Piymouth, MN�55446 New InfiN 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
1� Roof Construction;
Plan.Reviewed: Peaked roof with manufactured trusses 24"O.C.
Roof vents
��� �I�� � • Shingles
information Submitted: 15#felt '
Annotated architectural drawin s includin : 1/2"sheathing
Blown insulation R-44 i
Windows Atrium 5/6"gypsum board �
Swinging Patio Doors: Atrium
Entry Doors: Therma Tru Mechanica!Ventilation System:
Skylights: N/A 2-ton central air conditioning unit
Com liance with STC Re uirements: Window, Door Frame, Perimeter and Other Seals: '!
All window and door openings are to be caulked
Average window/wall area for exterior wall; `�.V ��� with butyl-based caulk
With this window/wall area ratio and STC 40 waNs,windows Fireplace Chimney Cap: '
with an STC 30 can be used to meet the noise reduction N/A
requirements, '
Ventilation Duct Exterior Wall Penetrations:
Summa : All exterior ducts will have bends as required '
by the ordinance
Other measures including duct bends and caulking are being
taken to ensure minimum transmission of noise through the Door and Window Construction:
exterior building shell so that the construction should meet Windows: Atrium(30 STC)
the compatibility guidelines.
Sliding Patio Doors: Atrium(30 STC)
Therefore,the materials and construction as proposed should
meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC)
Skylights: N/A
Review Com leted date : • •
Other Exterior Wall Penetrations:
Review Completed b : Tom Tamte Sill sealer between plates and blocks
� ' LOT SURVEY CHECKLIST FOR RESIDENTlAL
BUILDING PERMIT APPLICATION
PROPER7Y LEGAL: �'I�.� �� JIC�� � ��C����'1C�L��t t� ��;.
DATE OF SU�VEY: �I��I I�
LATEST REV`ISION:
a�
a�
c
c� ,
�
U
�
O z a DOCUMENT STANDARDS
� p ❑ • Registered Land Surveyor signature and company
� ❑ ❑ . Building Permit Applicant
sy ❑ p • Legal description
� p p • Address
p. ❑ ❑ . Nor�h arrow and scale
� ❑ ❑ • House type(rambler,walkout, split w/o, spiit entry,lookout,etc.)
�- ❑ p . Directional drainage arrows with slope/gradienf%
� p ❑ • Propased/existing sewer and water services 8�invert elevation
� � ❑ ❑ • Street name
� ❑ p • Driveway(grade&width-in R/W and back of curb,22' max.)
� ❑ ❑ • Lot Square Footage
,ej ❑ p • Lot Coverage
ELEVATIONS
Existin
� ❑ p • Property comers
� ❑ ❑ • Top of curb at the driveway and property line extensions
� ❑ ❑ • Elevations of any existing adjacent homes
� p ❑ . Adequate footing depth of structures due to adjacent utility trenches
p� ❑ . Waterways(pond, stream,etc.)
Proposed `
�p- ❑ ❑ . Garage floor
p �g' p • Basement floor
�° ❑ ❑ • Lowest exposed elevation(walkouUwindow)
y� ❑ p • Property comers
�� p p • Front and rear of home at the foundation
PONDING AREA(if applicable)
p �j ❑ • Easement line
p � ❑ • NWL
❑ �' p • HWL
❑ p . Pond#designation
0 � p • Emergency Overflow Elevation ,
❑ � p • Pond/Wetland buffer delineation
y � . Shoreland Zoning Overlay District
y � • Conservation Easements
DIMENSIONS
� ❑ ❑ • Lot lines/Bearings&dimensions
� ❑ ❑ • Right-of-way and street width (to back of curb)
� 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
� ❑ ❑ • Show a(I easements of record and any City utilities within those easements
� ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacenf existing structures
� ❑ p • Retaining wall requirements:
Reviewed By: Date�� /�
G:IFORMS/Building Permit Application Rev:11-26-04
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PI�NEERen�ineering r
Lenna Corporation
CIVIL ENGINEBRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
Ph.:(651)681-1914 16305 36th Ave N Ste#600
2422 Enterprise Drive Fax:(651)681-9488 pro ect#: 113083005 Plymouth,MN 55446-4270 �
Mendota Heights,MN 55120 w�vw.pioneereng.com Folder#: 7509 Drawn by: TSS Phone:(952)249-3000/Fax:(952)404-1909
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MEMORANDUM
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
To: Lennar Corporation under the laws of the ta of nnes ta.
Re: Braced Wall Fastening �
3440, 3442, 3444 Chestnut Lane
Eagan, MN Nick Hanson
Date: 8/20/14 Date: 8-20-14
Minnesota Registration No.46665
Project No. 3.204
Nick Hanson, PE visited the above site under construction in Eagan, Minnesota for an inspection
of the fastening of the exterior house braced wall locations at the above address for the braced
walls of the Main Windforce Resisting Elements only. The braced wall sheathing and fastening
was to be constructed in accordance with structural engineering drawings dated July 30, 2013
prepared by The Hanson Group. The following items were noted at the inspection:
August 19, 2014
1. The exterior gypsum board braced wall locations were to be installed and fastened in
accordance with Note 2 of the structural drawings which specified %" gypsum sheathing
fastened to 2x6 studs at 16" on-center with galvanized roof nails, 8d nails, or 1 %" 16
gage staples at 7" on-center.
2. The construction noted on site consisted of%8° exterior gypsum board sheathing nailed
with 8d nails at approximately 6"-7" on-center applied vertically to 2x6 wall studs
spaced at 16" on-center. These nails appeared to have significantly penetrated through
the gypsum paper. The braced wall panels appeared to have been re-nailed with
galvanized roofing nails at a spacing of approximately 4" on-center. The locations of
braced wall panels noted still had minor (%8" +/-) penetration through the gypsum paper.
3. No interior gypsum had been installed yet at the time of the observations.
4. No other areas were requested for inspection or observed during the site visit.
The Builder shall provide the following substitution for the braced wall locations specified on
the structural drawings at the overdriven nail locations:
• The provided 5/" gypsum exterior sheathing noted with 6d cooler nails or wallboard
nails with %8" heads spaced at 4" on-center with no more than %8" penetration is
acceptable with additional gypsum board nailing on the interior.
Lennar Corporation
Hanson Group Project: 3.204
August 20, 2014
Page 2
• For additional support provide%8" gypsum interior sheathing with Type S or W Number
6 x 1%" screws spaced at 4" on-center at all stud and plate locations with no blocking at
edges is required.
• All other non-braced wall locations not specified on the structural drawings may be
standard framing.
This memorandum applies to the noted alternative sheathing and fastening requirements of
the structural drawings for the Jefferson and Madison plans at the braced wall locations only.
All other braced wall requirements and information noted on the structural drawings is to be
followed and inspected by City Building Officials.
The observations and opinions expressed in this report are based on our professional
engineering judgment and professional practice, as well as limited visual observations of
exposed materials only. No testing or removal of materials was performed to determine
physical condition and state of structural foundation components, nor compliance with the
present Building Code. Contact The Hanson Group should evidence contrary to the above
observations and findings noted be found during construction.
These conclusions are based on preliminary and limited examination and analysis described
above as well as reported information. We reserve the right to supplement and/or amend
these findings and/or opinions should new information become available. Concealed
discrepancies and/or defects limit the accuracy and scope of this report. No warranty, either
expressed or implied, for any portion of the structure is given.
Sincerely,
The Hanson Group
t �
u
�
Nick Hanson, PE
z� City of Eap
Address: 3444 Chestnut Lane
Permit #: 123795
The following items were 1 were not completed at the Final Inspection on: /I.J //G
• 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.
p Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector:
GABuilding Inspections\FORMS\Checklists
Complete
Incomplete
Comments
Final grade - 6" from siding
�,y®zy -41,10AR
Permanent steps -- Garage
Permanent steps -- Main Entry NO
Permanent Driveway
Permanent Gas
i
Retaining Wall or 3:1 Max Slope
Sod 1 Seeded Lawn
w J'�vo GGd�Ga
Trail / Curb Damage
Porch
x
' iR
I
E
Lower Level Finish
Deck
Fireplace
54.#4
• 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.
p Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an
irrigation system.
Building Inspector:
GABuilding Inspections\FORMS\Checklists