750 Summerbrooke Ct ‘...0/11.0%-• ' 1
19C I 5/?I'c2. /1"t2'. (-) For One Use
/.°49 ° Pennit t D
TW
Pemlit Fee: g; go 7. •scd
E AGA 6
Date Received:
3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810
(651)675.5675 I TPD:(651)454-85351 FAX:(651)075-5604 4,1 stet (0)
puildinoinsosatonipcitvofectoarhoorn
01-0 16Iide
2018 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: Site Address: 1)OfT MA( brA6ir-e.- Of— Unit 8:,Stiym
imnror
Name. Vi 011kZe, Z"e LectvAc7i phone: cola, a-to.- Wig
•
6-
Address/City/Zip; 14515 sii1 150 k 350
t •••:
Applicant Is: Owner .4 Contractor
Das:spoor,of work. NIP:Ad Cdfm44-NizAR:00
Construction Building:(Yes I No
• •?'"
Company: Vicmrem Y2'4 ie0AAL, Contact ePTI-A LA43110.4
;1-
iervq- Address: VW) ) qinrialt1/4SaAt 321) City: AA v4,)KliCTEZ+14YVCA
irk) lcifrf
State:rift Zip •-•i;%-l5 Phone:(old •,X11)•69111Email5,0141(01,1umes I . e
Licensee: EC(0421•-• Lead Certificate
If the project Is exempt from lead certification, please explain why:
IA 64 1,-VtAkE. top4410241,.:- tlipS •
,••••1
COMPLETE THIS AREA ONLY IF CONSTRUCTING ANEW BUILDING
in the last 12 months,has the City of Eagan issued permit for a similar plan based on a treater plan?
Yes )( No If yes,date and address of master plan:
Licensed Plumber: in is cl acck el u-ach:14-tkiZpA--,1,‘ 'hone: (0.5- 1- "10 RIS
Mechanical Contractor: ;c1, ' -) Phone: 1& • 413*
Sewer Water CcHltract°r: Trax Excavating (updated on 9/26/2018) Phone: 651-276-1873
Fire Suppression Contractor: Phone:
• aid •
You may subscribe to receive an electronic notifkation from the City of proposed ordinances by signing up for an email update on the City's
website at www.cltvoleadan.com/subscrIbe,
Exterior work authorised by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
CALL.BEFORE YOU DIG., Call Gopher State One Call at(651)484-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. wv/w.aooherstateonecall.org
I hereby acknowledge that this information e 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 • . t a permit; "- work will be in
accordance with the approved plan in the case of work which requires a review and •• • • plans. 411111111118r
z kA 7I ri4
Applicant**Printed Name Appix re
Cola. 45410- octoG, ,
luiveciN lecictoi 17‘1‘\O e6 ‘e
DO NOT WRITE BELOW THIS LINE i r \ - CS. O
SUB TYPES
Foundation Fireplace Porch (3-Season) Exterior Alteration(Single Family)
Single Family Garage Porch(4-Season) Exterior Alteration(Multi)
Multi Deck Porch(Screen/Gazebo/Pergola) _ Miscellaneous
01 of_Plex Lower Level _ Pool Accessory Building
WORK TYPES
New Interior Improvement Siding Demolish Building*
Addition Move Building Reroof Demolish Interior
Alteration Fire Repair Windows Demolish Foundation
Replace Repair Egress Window _ Water Damage
Retaining Wall Demolition of entire building—give PCA handout to applicant
DESCRIPTION
Valuation Occupancy Its,Lei, MCES System
Plan Review Code Edition SAC Units
25%_100%1 ) Zoning jLI City Water
Census Code Stories Booster Pump
of Units Square Feet mu PRV
of Buildin s Length9g Fire Suppression Required
Type of Construction Width 51°t
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
Footings (Deck) 1, Final/C.O. Required
Footings (Addition) Final/No C.O. Required
Foundation %S. Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Hood
Roof: Ice &Water _Final Pool: Footings _Air/Gas Tests Final
Framing 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In Air Test Fin Siding: Stucco Lath NStone Lath _Brick_EFIS
k.,. Insulation Windows
1.,,, Sheathing Retaining Wall: Footings_Backfill Final
Sheetrock Radon Control
Fire Walls Fire Suppression: Rough In Final
is Braced Walls Erosion Control
Shower Pan Other:
Reviewed By: Building Inspector
RESIDENTIAL FEES
poBaseFee o 1 , "V 9 • y
Surcharge
v/
Plan Review
1 i(7
Sj
X l; '.07- ) it Z7;713'D
City SAC
Utility Connection Charge Hi < ll J (4, 5q71,75'
S&W Permit&Surcharge 7) 1 T
Treatment Plant
61 {.
20tov
3-r-
D410 /
Copies 14/ -TOTAL y:3t , 2 0,iii_vo
ap
002,5
ix f
4
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Sidi)
New Construction Energy Code Compliance Certificate
Per R401,3 Certificate A bu ar sht # can or to d7strgauticrt Date Certificate Pos
pee-
Mailing Address of the Dwelling or Dwelling Unit Ci
rS Place youry
75'7) kr ,; c - th'g/ logo here
Name of Residential Contractor MN License Number
r4,: sr ere '44:4 ill A own-
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check Ali Thai Apply
I
Passive(N111111eri)
B
or curer system monitoring
ion(or future koat'cn)of Fart:
gyp}
Insulation Location eZ ''t s
rr B ^o 'ri
z u. 1. I 2 is Ctb Here
Below Entire Slab
11Foundation Wali
1 I"`tC
i
Rim Joist lst Floor)
vd
t
Flay Windows or cantilevered areas Q.^.tr
Floors over unconditioned area 12:.$0 rr A A A.
i Describe other insulated areas
1 Building envelope air tightness: I T ct system air tightness:IIIIIIIWindows&Doors I
eating or Coolie t Duets Outside Conditioned 8...ces
gentsand• t• Not applicableablee alt ducts located in conditioned pace ISolarHeatGainCoefficient(SHOC): L R-valueMECHANICALSYSTEMS
M ttICa trp Air Sated Type
Appliances Heatingm Domestic Water .
v
Heater
os, Not required For frisch,ocide
Fuel Typej3Yd4 L7 t4 OBJ 1Passive
Manufacturer gradAnol LM lei all Powered
Mil
Interim:loci with extiatist device.Model tl't'"f rt." `U Describe
R= .•or Sze BTu
In
Other,
rout
Efficiency v
er
Location or duct or system:
Heating Loss Heating Gain Coollrig Load iResidentialLoadCalculatimow- amirip11 l i
r
ries
i MECHANICAL=VENTILATION SYSTEM
roun•, R
ail metal duct
Describe • «nal or combined hor cooling - Combustion Air Select a Typeisourceheatpumpwithgasback-up furnace):
i Not required per moan code _.
in r. RecoverVenblatora in dins: Low,Y
Other,x liesci ihsInEnact, Recover Ventliator ERV}Capacity in cfrns: Low: IIIIIIIIIIIMIUIIIIIIIII Location of duct or system:
yscoped3ePg•Cle
Total ventitsucterin continuous)rate in ohne gm metal duct
Builders Associatcrs of Minnesota version 101014
orrz f/"
rirte f / (
Classic1jpyU *h*ERMANa
emi!
Easily el ct The RightWindows
Thermo-Tech Classic Series Windows are thoroughly Lookforthe National Fenestration Rating Council Environmentally -
tested for structural and thermal performance to the (NFRC)label for an accurate method to compare a Sensible Construction
most widely recognized national standards.This will product's energy performance and also ensure theThermo Tech values our environment
ensure that our windows will provide a lifetime of windows are ENERGY STAR®compliant in your area.
Manufacturing all vinyl products worldwide
reliable,energy saving performance.Compare the U-Factor and the Solar Heat Gain accounts for less than.3%of total oil and
When shopping for windows,make sure to Coefficient(SHGC)of the window.U-Factor is a gas consumption.And completely recyclable,
compare structural and thermal performance measure of how well a window keeps heat inside vinyl simply makes environmental sense.
ratings to ensure that you are purchasing reliable, a home or building in the winter.The lower the
energy-efficient windows. U-Factor,the greater the insulating value of the
Thermo Tech Classic Series Windows are structurally window.SHGC measures how well a window blocks t.,-,,,,,,
heat caused blight.Thelowerthewindow's IiitestedtotheAmericanArchiteduralManufadurers
ysun
Association(AAMA)window specifications.When SHGC,the less solar heat is allowed into the home
comparing structural performance of windows lookbythewindow.ThermoTech's windows are ENERGY
for thep erformance grade(PG).Performance grade
STAR rated in all four climate zones. ti
is a window's resistance to wind and rain.The higher
r _'
the PG rating,the better.
The lower the U-Value and the higher the R-Value,the better the window is at reducing heat loss.
ULTIMATE HIGH PERFORMANCE LoE''"366/argon/I89"Double insulated Glass with LoE"'366/Argon on one glass surface and 189'on interior surface
TYPE GLASS TYPE U-VALUE R-VALUE SOLAR HEAT GAIN SOLAR HEAT GAIN VISIBLE LIGHT VISIBLE LIGHT CONDENSATION mali.S.ENERGY STAR ggi U.S.ENERGY 51148
8
NO/GRIDS WIGRIDS NO/GRIDS WIGRIDS RESISTANCE =ZONES NO/GRIDS Wm ZONES WIGR D5
C -.CASEMENT LOU' 366/Argon1189" 23---. 4.35 18 17 42 38 45 AR All
VHi"i'"7SLIDERS Lot' 3661Argonri89' .25 4.00 22 20 50 44 44 All Ail _
SINGLE-HUNG LoE'3661Argon1r89" 25 4.00 21 19 _ 58 44 44 All All
ate ..DOUBLE-HUNG Lot''"366/Argon/i89' .25- 4.00 20 -. .18 47 42 44 Ali All
U DIRECT-SET PICTURE WINDOW tor 366/Argon1184' .22 4.55 _ .24 22 56 50 44 All All
FIXED gg r _ - 4.55 21 19 49 44 44 All All
XEOCASLMrNLa1r 11REW1NDO+L.iaP"3kblA; P 9 22 _ A11 All
AWNING WINDOW Lot"366/Argonli 9' .24 4.17 18 11 42` " .38 44
SLIM LINE PATIO DOOR Lot'"'366IArgori j9" .25 4.17 22 19 51 44 42 All All
rh Al, All
CLASSIC FRENCH PATIO DOOR LoE'"366/A710189' 26 3.85 19. 17 43 37 46
At
PREMIUM HIGH PERFORMANCE LoE°'366/Argon Double insulated Glass with Lot"366/Argon on one glass surface
TYPE GLASS TYPE U-VALUE RVALUE SOLAR HEAT GAIN SOLAR HEAT GAIN VISIBLE LIGHT VISIBLE LIGHT CONDENSATION in U.S ENERGY STAR me U.S.ENERGY STAR
NO/GRIDSW+GRIDS NO/GRIDS W/GRIDS RESISTANCE ZONES NO/GRIDS ZONES*GRIDS
CASEMENT for 366/Argon 27 3.70 19 _..17 43 39 57 All All
HORiZONTALSLiCERS LoE"3ti6fArgen29 3.45 .222 20 _51 46 55 NC,SC,S NC,SC,S
SINGLE-HUNG LoE'366/Argon .29 3.45 22 20 51 45 55 NC,SC,S NC,SC,S
DOUBLE-HUNG L0E'"3661Argon .29 3.33 21 19 48 43 55 NC,SC,S NC,SC,S
Zs 3.70 24 22DIRECTSI:T PICTURE WINDOW tot"3661Argon 57 51 5S7 All All-
nn All
FIXED CASEMENT PICTURE WINDOW Lot"366/Argon .26 3.85 22 20 S1 45 56
AWNING WINDOW Lot"366/Argon .27 3.70 19 17 43 39 56 All Al
SUM LINE PATIO DOOR LoP"366/Argon .29 3.45 22 20 52 45 53 All All
CLASSIC FRENCH PATIO DOOR lot"366/Argon .30 3.33 19 17 44 38 56 Al' All
HIGH PERFORMANCE LoE2'272/Argon Double insulated Glass with LoE°`'272/Argon on One Glass Surface
TYPE GLASS TYPE U VALUE R-VALUE SOLAR HEAT GAIN SOLAR HEAT GAIN VISIBLE LIGHT VISIBLE LIGHT CONDENSATION n US.ENERGY STAR in U.S.ENERGY STAR
I NO/GRIDS W/GRIDS NO/GRIDS WJGRIDS RESISTANCE MI ZONES NO/GRIDS Rim ZONES W/GRIDS
CASEMENT LoP"272/Argon .27 3.70 28 26 48 43 57 N,NC N,NC
HORIZONTALSEDERLc&"2721A!gon 30 3.33 33 30 57 51 54 NC NC
SINGLE-HUNG LoET'272rArgon .30 3.33 33 30 _ .56 50 -55 NC NC
DOUBLE-HUNG LoE''"2721/argon .30 3.33 _.31 28 53 47 55 NC NC
DIRECT-SET PICTURE WINDOW Lot'2721Argon .27 3.70 37 33 64 57 56 N,NC N,NC
FIXED CASEMENT PICTURE WINDOW Lot"272/Argon .27 3.70 _ .33 29 56 _ .50 56 N.NC N,NC
AWNING LOP"2721Argon__ .27 330 28 26 48 43 56 N,NC N.NC
SUM LINE PATIO DOOR Lot.'272iArgon 30 3.33 33 30 58 51 52 N,NC N,NC
CLASSIC FRENCH PATIO DOOR LoE'"272/Argon .30 3.33 29
25v
49 42 56 N.NC All
AR rests conform to NFRC 100.2010,NFRC 200-2070,NFRC 400 2010,NFRC 506-2010 procedures.
ttwindaws.com 0 877-565-0159
Order Number: 201809131, , .26CS0Date: 09/13/2018471/1ditate-
Install Date: No Date Selected
Homes By L.,t acy Builders
Summerbrooke poOLiNe. 1lEATIN750SummerbrookeCt
812EaganMN5512308T '" 41
plAto 44,e' 9kr70
Btilf 829
Engineering Analysis Summary
Windows 181 4,733 12,483
Doors t," 88 tlit000tattt,t,;„3 510
Walls 1,530 284 6,455
Ceiling 1,780 155
Floor
t 4
3*Nitty
1,750 0 1.750
InfitNent t' 2,650 1418 44 985ttt-- -*
Internal Gains 960 0
Kitchen&Baths
1,250 .
Sub Total
9,804 41,812
Total 9804
41,8120.8 tons)
80%Furnace LAad
z
t'
tt
4gAz
90% Furnace Load
46.829
Air itlarttlier I(VVH
12
r
Engineering Analysis
MI x r 18i .a
Window-Double Pane 1 24 x 60 in 10 North 159 690
Window-. ble: an. ,- 2'.2 2 " ...,.. t t., f
lc4iiti':'''
J'il8liill'iIiii ', 2
Door-Metal Ins. 1 36 x 72 in 18 North 14 630
vI/e11. 2 ,< ft t'ire
Wall 2 35 x 9 ft 630 117 2,658
ruble l .; tl 1 7x80 art' t 2,:.
Window-Double Pane 1 96 x 60 in 40 South 990 2:760"
i _DdLibtecterie3
Window a Double Pane 1 48 x 30 in 10 South 247 690
Vi d ,:ClOtAbleftiiite1':" 24 46 to?° `.. .:. 327
Window-Double Pane 1 60 x 48 in 20 East/IA/est 818 1.380
Window s pane 2 24 ' 2'i
Window-Double Pane 1 48 x 42 in 14 South 346 966
pie 1 . ' 30 43 ut : I>/li i4. wla
Window-Double Pane 1 30 x 43 in 9 South 222 618
Cei1in , 1..175t .ãr 153
Floor 1 35 x 509 1,750 0 1,750
I : t;0, 0
Wilf".
41111‘..
EAGAN
City Inspection Dept. Copy
City Forester Copy
Applicant/Builder Copy
INDIVIDUAL RESIDENTIAL LOT
TREE PRESERVATION PLAN SUMMARY
CITY OF EAGAN FORESTRY DIVISION
651-675-5300
BUILDER, PLEASE READ ATTACHMENTS)
Development Summerbrooke
Lot Number 29 Block Number 1
Address 750 Summerbrooke Court
Builder Homes by Legacy
Phone Number: 612-270-6214
Contact: Seth Landon
Tree Protection Requirements:
X Tree Protection Fencing Installed on Site(Orange Poly Fence)
Oak Tree Pruning(Immediately seal wounds during April 1 to July 31)
Therapeutic Pruning Required
Retaining Wall To Be Installed
Other:
Reolsoetnent:T
Not Required
As Follows:1) A
trees).etvirceed Tree - dltiOnsiO
installed In front yield feilestdng ck4
Attachments:
X Yes (Refer to atipEkt dbt;A E.QE STRY DIVISION
No REVIEWE
Additional Notes: BY
DATE l
H:\ghove\2018file\treepres\Tree Preservation Plan Summerbrooke Lot 29 block 1
4' Ik
5 69
N89°41'4 0_W
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924.4)
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easement per plot NZ t931.6) t
923.8)
N89a57'00"W 126.79
C.S.A.H. NO. 30 (DIFFLEY ROAD)
0 Denotes iron pipe Lowest opening elevation per grading plan:925.7
Lot area=14806 SF Denotes service
House oreo=2357 SF Denotes tdeweion box
Lowest floor elevation per grading plan:917.7
Porch area=288 SF
Sidewalk area=54 SF Denotes dectrrc box
tenses.*box
House elevations, (Proposed)/As-built
Driveway area=879 SF ID Denotes t
Total Impervious Atria=3588 SF x 000,00 Denotes existing devotion Lowest Floor Elevation ;(957,7) /
Impervious Coverage=24.28 aoo,m) Denotes proposed elevation
Top Of Foundation Elev. ;(9253) /
Balding Coverage=17.98 Demotes drohwge bow direction
A Denotes wee
Garage Slob Elev.8 Door:(925.3) /
Construction Notes:
1.Install rock construction entrance. 0' 1100 22,0'
2.Sidewalkssit fence needed forerosionhecontrol.
ii2.Install si shall drain away from osa minimum of 1.0R.
4.Contractor must verify driveway design.
5.Contractor must verify service elevation prior to
construction.
6.Add or remove foundation ledge os required.
Scale: 1" = 20'
General Notes: Benchmark:
1.Grading plan by Pioneer Engineering lost dated 7/18/18 was used to We hereby certify to Homes by Legacy that this survey,plan or report Top Nut Hydrant
determine proposed elevations shown herein. was prepared by me or under my direct supervision,and that I am a Elevation=
2.This survey does not purport to show Improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesota,
except as shown,as surveyed by me or under my direct supervision. dated 07/26/18.
3.Proposed balding dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction
qp
Re,,s:
plans.
Signed:/,i ser///En/gneering,P.A.
LJx
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
BY:
responsibility of the surveyor. Peter J.Hawkinson, ro essiona Land Surveyor
5.This certificate does not purport to show easements other than those shown
Minnesota License No. 42299 email-phawkinsonOpioneereng.com
on the recorded plat.
6.Bearings shown are based on an assumed datum.
PIwENEERLot 29, Block 1,
IICCYlf1g,PA SUMMERBROOKE Certificate of Survey for:
according to the recorded plat thereof Homes by Legacy
24228nrcrpstse Drive Pt..:(651)691-1914 Dakota County, Minnesota
4.525 Hwy 7,Ste 330
Mood000 Heights,MN 55120 Fav:(651)681-9488
www,pioneereng,com Address: Summerbrooke Court, Eagan, Minnesota Minnetonka,MN 55345
House Model: Elevation: 612)590-0906
Projectu:118223000 IFoldcr k:7898Iunwa by:MTV" Buyer: Spec
010111_
Pioneer Engineering
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LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL: Lit A/ NI K )U/rn YR- C
DATE OF SURVEY: 7J 2//6
LATEST REVISION: 41/18
a
eo
s
Yg
O z Q DOCUMENT STANDARDS
e' 0 0 Registered Land Surveyor signature and company
B° 0 0 Building Permit Applicant
A' 0 0 Legal description
El 0 0 Address
2f 0 0 North arrow and scale
i3 0 0 House type(rambler,walkout,split w/o,split entry, lookout,etc.)
X 0 Directional drainage arrows with slope/gradient%
e9 0 0 Proposed/existing sewer and water services&invert elevation
e' 0 0 Street name
Oitti Driveway(grade&width-in R/W and back of curb,22'max.)
0 0 Lot Square Footage
fd 0 0 Lot Coverage
ELEVATIONS
Existing
0 yl 0 Property corners
oer Top of curb at the driveway and property line extensions
I M j3 Elevations of any existing adjacent homes
fd 0 0 Adequate footing depth of structures due to adjacent utility trenches
E 0 Waterways(pond,stream,etc.)
J
Proposed PltO se j " Mj Pr4 .3 '
Garage floor
O
f n
S dBasementfloorCM:
0
Property
exposed elevation(walkout/window)
1 ; J p i c^Tli e-0 0 Pro a corners Q
x 0 0 Front and rear of home at the foundation J
r
N PRV Required 4 b id ('1 et-M6 L WI
II
PONDING AREA(if applicable)c kid 411 CJt
Easement line iO i' CX cr,isT t.
NWL
O ' HWL ri13/ l M? C„.%, R -
2 Pond#designation
O A 0 Emergency Overflow Elevation
O yl 0 Pond/Wetland buffer delineation
Y 6 Shoreland Zoning Overlay District
Y t Conservation Easements
DIMENSIONS
jzf0 Lot lines/Bearings : ••-isions
B (Right-of-way an street widt (to back of curb)
v' Jif Proposed home • -n • s including any proposed decks,overhangs greater than 2', porches,etc.
i.e.all structures requiring permanent footings)
0 0 Show all easements of record and any City utilities within those easements
0 Setbacks of proposed structure and '•eyard setback of adjacent existing structures
0 Retaining wall requirements:
q
Reviewed By: A Pi • V Date l
G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 V6Dfie
N89°41' e»W MAINS PAN. REQUIRED1ptpEAD
INLE' `'t . CTIOI ' ' \ N
X7Mmo e>.;,;RF I STASLISD\
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v'N O 11104
PRIM ER Ct 1 CttR 1
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a, S . \, p 3:1 Mltximum Slopes
N o, yet Wall W
a, x N
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L N N Benchmal Jcilk
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n. X Benchmark n •
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Drainage and utility H o p
N easement per plat , In
T
N Z
74931.6) m x N 923.8) o
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n N N
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N89°57'00»W 126.79
i =3; EWEDui
By //A) 4 a a
Date °'qL fes]N d. e. d e e
a
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a
d
a
e
EAGAN BNGINELRINCI Dom, C.S.A.H. NO. 30 (DIFFLEY ROAD)
Denotes iron pipe
Lot area =14806 SF
isIt
o
Lowest opening elevation per grading plan :03 'a 9/2 7
House area =2357 SF Q Denotes service e
Porch area =288 SF Denotes television box Lowest floor elevation per grading plan :917.7
Sidewalk area =64 SF 111 Denotes electric box
Driveway area =879 SF i Denotes telephone box House elevations Proposed) / As-built
Total Impervious Area =3588 SF X 000.00 Denotes existing elevation Lowest Floor Elevation :(8173) /Impervious Coverage =24.2%000.00 ) Denotes proposed elevationBuildingCoverage =17.9%
Denotes drainage flow direction
Top Of Foundation Elev. :(925.7) /
Construction Notes: A Denotes spike Garage Slab Elev. ® Door :*(923.9)* / Drop 1.4 ft.
1. Install rock construction entrance.
2. Install silt fence as needed for erosion control. Denotes tree C
0' 10' 20'3. Sidewalks shall drain away from house a minimum
of 1.0%.
4. Contractor must verify driveway design. 0 Denotes tree D5. Contractor must verify service elevation prior to
construction.
6. Add or remove foundation ledge as required. Scale: 1" = 20'
General Notes:
Benchmark:1. Grading plan by Pioneer Engineering last dated 7/18/18 was used to We hereby certify to Homes by Legacy that this survey, plan or Top Nut Hydrantdetermineproposedelevationsshownherein.
report was prepared by me or under my direct supervision, and
Lots 27-28 Block 12. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 923.90
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 07/26/18.3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction
plans. Signed: io eer En ineering, P.A. Revisions:
4. No specific soils investigation has been performed on this lot by the surveyor. i.)09-18-18 Stake house
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 those shown Peter J. Hawkinson, rofessional Land Surveyor
on the recorded plat. Minnesota License No. 42299 email-phawkinson®pioneereng.com6. Bearings shown are based on an assumed datum.
PIONEER need
Lot 29, Block
P SUMMERBROOKE Certificate of Survey for:CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIITCCTS
according to the recorded plat thereof
Homes by Legacy2422EnterpriseDrivePh.:(651)681-1914 Dakota County, MinnesotaMendotaHeights,MN 55120 Fax:(651)681-9488 14525 Hwy 7,Ste 330www.pioneereng.com Address: Summerbrooke Court, Eagan, Minnesota Minnetonka,MN 55345HouseModel: Elevation: 612)590-0906Project#:118223000 Folder#:7898 Drawn by:MTW Buyer: Spec
n Pinnaar Pnainaarina
_?So 5 J/rI meR 37Zot e - -0 / 741
SEQN:7279 T49 SPEC Ply: 1 Job Number: T86250 Cust:R9073 JRef: 1WGW90730013
FROM: Qty: 15 Dsgnr:Steve Anderson DrwNo: 348.18.1409.37093
Truss Label: B1-REP DW / GO 12/14/2018
52'13 17'2' 16'0 20'8' 24'0' 2g'0"4 33'5"8 33'8"
5''13 I 5'11'3 57" I 4' I 4' I 4.3.4 I 4.5.4 "8
**The remainder of the 5X6 plates shall be be fully intact
into the top chords. The part of the plates into the .5xe
web C-N will be cut and removed. E =4 F° t4c6
-r
28404-0-0 SPF#1/82 scab up•ed to both faces
I"
/ 14X8
20x20 7/78'gussa.-. H
® 4444.
fob
6 07 / NI1.SX4
break
*",e5x8
18048 7/16'gussets COrvr O (a) O t
g w
® 444 ``O web missing w10
�
, web missing = O
A,, o ,_ .. '
I
N�, •M L K BC2
06Xe(B1OR) () =3X4 =4X8 .3X8 064X6 1114X6
20018 /18"gussets break 20408-0-0 SPF#1/82 scab applied to both faces
T -- 33.6" Apply 7/16"shims between scabs and truss. 1
2.4"70 JL
11'4'1 8'448 I C:8'5"12 3'1'12 4'7"12 I 8'0'12
8'4'8 18'10'4 20' 247'12 33'5"8
9'8
33'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 35.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 10.00 Speed: 115 mph Pf:NA Ce:NA VERT(LL): 0.141 N 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.271 N 999 180 B 2039 /- /- /909 /28 /222
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.058 J - - J 1902 /- /- /735 /42 /-
Des Ld: 55.00 EXP:C Kzt:NA HORZ(TL):0.112 J - - Wind reactions based on MWFRS
Mean Height:15.14 ft B BrgWidth=5.5 Min Req=3.2
NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5
TCDL:6.0 psf J Brg Width=5.5 Min Req=3.0
Soffit: 0.00 BCDL:6.0sf Bldg Code: IRC 2012 Max TC CSI: 0.866
P Bearings B&J Fcperp=425psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.875
Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.35 ft Rep Fac:Yes Max Web CSI:0.901 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:16(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:18.02.00.1016.20 B-C 240-2862 E-F 271 -1422
C-D 272-2550 F-G 233 -1110
Lumber
Top chord 2x4 SPF#1/#2 REPAIR INSTRUCTIONS D-E 284-1852 G-H 248 -1438
Bot chord 2x4 SPF 1650f-1.5E:BC2 2x4 SPF#1/#2: CONDITION: Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x3 SPF#1/#2:w1,w2 2x3 SPF#3: This roof truss(Original Truss Label:B1)has webs C-N Chords Tens.Comp. Chords Tens. Comp.
:w9,w10 2x4 SPF#1/#2: and D-N missing. This truss also has a break in web
:Lt Wedge 2x4 SPF Stud: D-M and bottom chord N-M at the locations shown. B-N 2243 -290 L-K 1331 -97
Bracing All other plates and joints shall be intact and undisturbed. N-M 1863 -198 K-J 853 -78
M-L 1331 -97
(a)Continuous lateral restraint equally spaced on REPAIR:
member. Restore the original camber to the truss and support as
necessary. Maximum Web Forces Per Ply(lbs)
Loading Accurately cut,fit,and insert new 2x3 SPF#1/#2 webs Webs Tens.Comp. Webs Tens. Comp.
C-N and D-N.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section Cut and apply 7/16"x(as shown)APA rated sheathing N-D 432 687
30 F-K 101
301.5. 24/16 exposure 1 OSB gussets to both faces of the D-M 160 -743 K-H 542 0
truss centered or positioned on the joints as shown. E-M 504 -63 H-J 172 -1872
Purlins Attach gussets using 8d box nails(0.113"dia.x 2.5" Accurately cut and apply a 2x4x(length shown) I
long)at 2.0"o.c.throughout all members.Apply nails SPF#1/#2 equal or better scab to both faces of
In lieu of structural panels use purlins to brace all flat per NDS requirements.Gusset label indicates Height in of chord members with 12d box(0.128"x3.25")nails
TC @ 24"oc. inches X Length in inches.The minimum number of nails at 3.0"o.c.staggered throughout all members.
required in each member on each face is shown in Apply nails into good wood. Apply nails per NDS
Wind circles. requirements. Center scabs about the breaks.
Wind loads based on MWFRS with additional C&C The number of nails required in the member on
member design. each face in is shown in circles followed by an X.
Right end vertical not exposed to wind pressure.
1 hereby certify that this plan,specification,
Additional Notes or report was prepared by me or under my
direct supervkian and that I am duly Regis-
Refer to General Notes for additional information tared Professional Engineer under the laws
of the State of Minnesota
Refer to DWG P8115101217 for piggyback details. /
pGAK T.on eii;3Kfr.r..-
Da41/16/2019 Reaistradon He.12225
""WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI an SBCA)fbr safety actices prior to performinggthese functions. Installers shall provide temporary
bracingper BCSI.Unless noted otherwi e,top chord shall have property attached structural sheathing and bottom chord shall have a property
attachd rigid ceiling Locations shown forpermanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or B10,
as applicable. Apply plates to each face,or truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E
drawings 160A-Z"tor standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drpwing,any failure to build the ,w,1w COMPANY
truss in conformance with ANSI/TPI 1,or for handling,shipping,instllation and bracing of trussesAseal on this drawing or cover page 6750 Forum Drive
listing this drawing,indicates acceptance of proiessionaf engineeringresponsibility solely or the deslan shown. The suability Suite
and use of this drawing for any structure is the responsibility of he uilding Designer per ANSIITPt 1 Sec.2. SuOrite 305ando FL,32821
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA www.sbcindustry.com,ICC:www.iccsafe.org
D v
l S 1 `�/ �.�J S m meft- 3t2 ceoke ci-
SEAN:75915/ T1 SY42 Ply: 1 Job Number: T86250F Cust:R9073 JRef:1WGe90730014
FROM: Qty: 8 Dsgnr:Steve Anderson DrwNo: 330.18.1107.08206
Truss Label: FE DW / GO 11/26/2018
I- 20'5"8
-I
33'5"
20'5"8 1211"8
H
(TY -LL JJ--
{ f----2'6"—I--2'6"--I 2'6"12'6"—I 76"—I--2'6" 2'10" --2'
2'8"8—16"T 2'6"T 76"H }3{
=W=3X10 =3X10 s 2X4 SPF#1/#2-CAN Scab By 8-0-0
os break
0
=1.5X4 =3X6 =3X4 .3X4 0 Oi 0 .3X8 =3X4 .3X4 =1.5X4
A B C D E F G H I J K L M N 0
I rw8 ��n!iiri c._ w„__ 7 w17 w23 C
yy \w5/..\ /-• 11M0fl-'OIIDD \ > \C / \ w24
a Y X W3X10 V 3X8 S=3X10 R Q
=3X6 4X6= = .3X10 beU =
` =3X6 3X6
®WO break 0 04
I----4'3" --I NINir
8
L =W=3X10 18"x72"23/32 OSB Gusset
—20'5"8 ! 12'11"8 i
I 33'5" H
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.183 E 999 480 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.320 E 755 240 Y 771 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 B - - T 1830 I- /- /- /- /-
Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL):0.057 B - - Q 475 /-43 /- /- 1- /-
Mean Height NA ft Y BrgWidth=5.5 Min Req= 1.5
NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5
T Brg Width=3.5 Min Req= 1.5
Soffit: 0.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.613 Q Brg Width=5.5 Min Req= 1.5
Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.410 Bearings Y,T,&Q Fcperp=425psi.
Spacing:19.2" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI:0.552 Members not listed have forces less than 375#
Loc.from endwall:NA FT/RT:6(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver.18.01.000.0525.21
Lumber B-C 0-1980 H-I 0 -1145
Condition: C-D 0-1980 I-J 2112 0
Top chord 4x2 DF-L 1800f-1.6E This Truss Label:FE has a broken top and bottom chord and 3X10 D-E 0-2359 J-K 1193 -227
Bot chord 4x2 DF-L 1800f-1.6E plates at JNT I as shown.All other plates and joints shall be fully E-F 0-2359 K-L 1193 -227
Webs 4x2 DF-L Stud:w1,w2,w5,w8,w11,w14, intact and undisturbed. F-G 0-1145 L-M 359 -923
w15,w17,w20,w23,w24 4x2 SPF Stud:
Solution: G-H 0-1145 M-N 359 -923
Plating Notes Restore any original camber to the truss and support as necessary.
All plates are 1.5X4 except as noted. be Cut tight to to fit and insert 2x4x4-3-8 SPF#1/#2-CAN secondary Maximum Bot Chord Forces Per Ply(lbs)
bottom chord section as shown.Nail through bottom chord with 10d Chords Tens.Comp. Chords Tens. Comp.
Loading (0.128"x3.0")nails at 3.0"o.c.staggered throughout.
Apply nails per NDS requirements. Y-X 1177 0 U-T 0 -382
Bottom chord checked for 10.00 psf non-concurrent Cut and apply 23/32"APA RATED OSB SHEATHING,48/24,EXP 1 X-W 2354 0 T-S 0 -2031
bottom chord live load applied per IRC-12 section gussets to eacjh face of the truss using 0.113"dia.by 2.5”long 8d W-V 1936 0 S-R 756 -734
301.5. box nails at 2.0 inches on center staggered throughout all members. V-U 0 -382 R-Q 655 -137
Additional Notes Size of gussets are indicated by height in inches x length in inches.
Gussets are centered over the break.If shown the circled number
Refer to General Notes for additional information sc indicates the minimum number of nails required on each face of each Maximum Web Forces Per Ply(lbs)
member.Apply nails per NDS requirements. Webs Tens.Comp. Webs Tens. Comp.
See detail STRBRIBR1014 for bracing and bridging Cut and apply 2X4 SPF#1/#2-CAN Scab By 8-0-0 long to each face
recommendations. of the top chord as shown.Attach scabs using Simpson 0.25"x 4.50" Y-B 0-1352 I-T 0 -1979
Maximum panel length exceeds 30".TPI allows Simpson SDS screws or equivalent at 5.0"o.c.throughout all membersB-X 917 0 T-J 0 -895
non-bearing partition walls to be supported at any Apply 8 screws to each face of each member on each side of the breakX-D 0 -427 J-S 1424 0
point when panels are 30"or less. Apply screws in accordance of Simpon or screw manufacturer and NDSN-F 529 0 S-L 0 -895
Deflection estimate assumes composite action with requirements.Minimum number of screws on each race is shown in F-V 0 -947 L-R 471 0
single layer of the appropriate span rated glue-nailedcircles followed by an"S".Center scabs about the break. V-I 1435 0 N-Q 157 -753
wood sheathing.
I hereby certify that this plan,spedficadon,
Truss must be installed as shown with top chord up. or report was prepared by me or under my
direct supervision and that I am duly Regis-
tered Professional Engineer under the laws
of the State of Minnesota
451,A l'T.OA nWISSKI,P.C.
0.111/28/2018 Registration No.17225
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI anSBCA)f$)safety actices prior to perforating these functions. Installers shall provide teMporary
bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attachd rigid ceilingg plates
shown for rmanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or D10,
as
aapplicable.
wmga ble.4-Applyor of hes t platepositions.
of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer. to ALPINE
Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drswing,any failure to build the AnnwcaeMKr
truss in conformance with ANSI/TPI 1,or tor handling,shipping,installation and bracingof trussesAseal on thea drawing or over page,, 6750 Forum Drive
listingthis drawing,indicates acceptance 0f proiessionaa en in erina responsibility solelyor the deal n shown. The suicabrlr Suite 305
and se of this drawing for any structure is the responsibility of the Building Designer peANSI/TPI 1 50c.2.
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsate.org Orlando FL,32821
\
^1
EAGAN
January 22, 2019
Rob Erstad
Homes by Legacy LLC
14525 Highway 7, Suite 330
Minnetonka MN 55345
RE: 750 Summerbrooke Ct
Lower Level Finish
Dear Rob:
This letter is in regards to an addendum for original permit#151910 for the new single family
home at 750 Summerbrooke Court. Upon reviewing the plans, additional charges and
inspections are required. Please see the detailed fees below. Fees must be paid prior to any
inspections.
Fee.Type Amount per.
Base Fee $570.00
Plan Review $370.50
State Surcharge $ 47.60
TOTAL $988.10
Thank you in advance for your attention to these matters. If you have any questions regarding
the additional permit charges or this letter, please contact Building Inspections at
(651) 675-5675.
Sincerely,
P2VC`t
Peggy Fleck
Clerical Technician
MAYOR I MIKE MAGUIRE COUNCIL MEMBERS I PAUL BAKKEN,CYNDEE FIELDS,GARY HANSEN,MEG TILLEY CITYOFEAGAN.COM
CITY ADMINISTRATOR I DAVID M. OSBERG MUNICIPAL CENTER 13830 PILOT KNOB ROAD, EAGAN, MN 55122-1810
MAIN: (651) 675-5000 HEARING IMPAIRED: (651) 454-8535 MAINTENANCE: (651) 675-5300 UTILITIES: (651) 675-5200
- -? s o &WW1& )I O�- L .
.
DO NOT WRITE BELOW THIS LINE /�/ 9�� - �. .vid (� a(/e_-
SUB TYPES ' �i' I otb6' - 1C-IiI Pt.n. i sh -
Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family)
Single Family _ Garage _ Porch(4-Season) Exterior Alteration(Multi)
_ Multi Deck _ Porch(ScreenlGazebolPergola) _ Miscellaneous
01 of_Plex Lower Level _ Pool _ Accessory Building
WORK TYPES
New _ Interior Improvement _ Siding _ Demolish Building*
Addition Demolish Interior
_ Move Building _ Reroof _
Alteration Fire Repair _ Windows Demolish Foundation
Replace _ Repair Egress Window Water Damage
Retaining Wall *Demolition of entire building-give PCA handout to applicant
DESCRIPTION
Valuation Occupancy MCES System
Plan ReviewCode Edition , : , :r# SAC Units
(25%_100%y ) Zoning r v, j City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Suppression Required
Type of Construction ---6— 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_Service Test Gas Line Air Test_Hood
Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final
Framing )t 30 Minutes 1 Hour Drain Tile
Fireplace: Rough In *Air Test *Finallz_
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: 1//, Building Inspector
RESIDENTIAL FEES
Base Fee
56,ie
Plan Review
MCES SAC IT O fD
City SAC 1�
Utility Connection Charge S II":
S&W Permit&Surcharge
Treatment Plant
Copies
TOTAL
Page 2 of 3
(4/..kpf E,40 1
V qw+ta .s,,ta♦ (r
M O
4
e<lSNEv
3830 Pilot Knob Road I Eagan MN 55122
Phone:(651)675-5675 I Fax: (651)675-5694
buildinoinspectionsc cityofeagan.com
Address: 750 Summerbrooke Ct Permit#: 151910
S /) 1
The following items were/were not completed at the Final Inspection on: 1 ti 1 Ki
Complete ' Incomplete Comments
Final grade - 6"from siding
Permanent steps—Garage t .
Permanent steps— Main Entry V
Permanent Driveway
Permanent Gas
— — — T / ----- --
Retaining Wall or 3:1 Max Slope ,. ----
Sod / Seeded Lawn ke"------
Trail / Curb Damage
Porch
Lower Level Finish
Deck
`Fireplace (/ Arw4 A 6C 100 ?---1-133/17i
• 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: ,
(Ark 1(L (y >-