The URL can be used to link to this page

4914 Brooklyn LaneCity of hp Address: 4914 Brooklyn Lane Zip: 55123 Permit #: 93642 The following items were / were not completed at the Final Inspection on: i ncom Final grade - 6" from siding x Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope x Sod / Seeded Lawn Trail / Curb Damage x Porch Lower Level Finish x Deck Fireplace • 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. • CaII the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: c c'w' G:\Building Inspections\FORMS\Checklists XEIELW-L-2201 - Through -penetration Firestop Systems ONLINE CERTIFICATIONS EC1DRY XHEZ.W-L-2201 Page 1 of 2 Design/System/Construction/Assembly Usage Disclaimer 1!;.;111,-,r; r,!! :r,;•:,; a; t:, pr,r11,-.!;;;:r th,7. !r-,!;tr,flatinr, ;ind • Listed or -Classified too:Wets, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construcbon. • th,, nncf h,T,„!„,! r-ir2zn ;nvflcintr:r, by Ifl ft,r v,;ith annlicabte requirements. The published information cannot always address every construction nuance encountered in tile fic!id. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product .!.!-:torrr!.2t!"--.11 cncn T;!,, methods of construction. • Only products which bear liLls Mark are considered as Classified, Listed, or Recognized. Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems 138 ▪ A System No. W -L-2201 April 16, 2004 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 1, 1-3/4 and 2 Hr (See Item 1) r 1 Section A -A Wan — Th i; - :u; tes; nesn3zont.,,,..,= Lnrectory end shalt include the foliowinq construction features: http:ildatabase.uI.eemfegi-binfXYWtemplate/LISEXT/1FRAME/showpage.html?name=X... 6/12/2010 XHEZ.W-L-2201 - Through -penetration Firestop Systems Page 2 of 2 A. Studs — Wail framing shall consist of woo(' studs. Wood studs to consist or nom 2 by '1 IT.. lumber spaced 16 in. OC. Gypsum Board* — Min 5/8 in. thfck, 4 ft wide with squaTe or tapere4 ednes The nyfiR-i. LyPe, thickne.ss, number of layers and orientation shall be as specified in the individual 11300 Watt and Partition Design. Max diam of opening ts 3-5/8 in. E Rating of the tit estop systeiii is equal to the hourly fire rating of the wall ioo ifio.alied, The hourly T Rating of the firestop system is 1 when installed in 1 hr rated walls. The hourly T Rating of the ftrestop system when Installed in 2 ni t.:-.1ted walls is' dependent upon ode of the wall is exposed to the fire. If the opp,..isito this, pipe is, expitt,ed the T R danni is 13'4 hi. 1f the side containing the pipe is exposed, the Y Rating is 2 hr. Ttlit-,noh Penetrants annular space between nonmetallic pipe and penpric.3,ry or opening shah be nom ),/ti in. I he penetrant may be installed at wall assembly. the following types and sines of nonmetallic pipes may be used: C1il 'le f,Pvc; • • , core iAk. pipe for use m closed (process or supply) or vented tdrain, waste or vent) piping system. fsatykailitrile fintadietut Styrene tAES) Pipe -- piping systems. Chigi:inated P inyi Chia( ide iTCytNiC) nuns , for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 1. Pirestop System — ine nrestop system shaii consist or ne following: 'hearing rttr king Cieterial r, to be recessed from surface of wail as required to accommodate the required thickness of rimm material. kilt Void or Cavity Material `—LarIl t -or penetrants positioned at an angle to the wail surtace, the bit material shalt ne applied within the annulus, flush with the surface of the wail to tne fun thicKness or the gypsum board. RECTORSEAL — Metacaulk 1000 e 111 Oassification MarK Questions? Print this page 5ersace. /Always ioox for the Mark nn tne product. Notice or uisrianner data for drawings). 2. i ne statement Reprinted from the (inline Certifications threctory 2010 Underwriters Laboratories Inc.t Page lop 1...00yriC111 id) LUIL1 uncierwnters Laboratories Irle.(T n permission trom underwritersLaboratories inc." must An independent organization working for a safer world with integrity, precision and knowledge, data v-LISLX k RAML,.; silt) wpage.huni?nanw 1 2i I,ik,rr#c3LjZ New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit 4914 Brooklyn Lane Name of Residential Contractor Brandi Anderson Homes THERMAL ENVELOPE Date Certificate Posted City Eagan MN License Number 20004388 RADON SYSTEM Insulation Location Type: Check All That Apply X Passive (No Fan) 0 55 0 z 0 z Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab X Foundation Wall 10 X Type in locatior xterior or integral Perimeter of Slab on Grade X Rim Joist (Foundation) 10 X Type in location: interioexxterior integral Rim Joist (1st Floor+) 10 X Wall 19 X Type in location: interio ' xterior)integral Ceiling, flat 44 X' Ceiling, vaulted 44 X Bay Windows or cantilevered areas X, Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.35 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.34 R -value 8 MECHANICAL SYSTEMS Make up Air Selecta Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Gas Gas Electric Passive Manufacturer Bryant Bradford White Bryant Powered Model 340AAV036080 MI TW50S5FBN 113ANA030 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 50 Output in Tons: 2.5 Other, describe: Structure's Calculated Heat Loss: 59,919 Heat Gain: 23,936 Location of duct or system: Efficiency AFUE or HSPF% 92% SEER: 13 Calculated cooling load: „ ,gor A.3 7 Q :14 Cfin's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type " metal duct Combustion Air Selecta Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Loca ion of duct or system: Basement x Continuous exhausting fan(s) rated capacity in cfins: 80 Location of fan(s), describe: Main Bath, Mstr Bath 7 Cfin's Capacity continuous ventilation rate in cfms: 80 y /1 "round duct OR rL iL X Total ventilation (intermittent + continuous) rate in cfms: 160 " metal duct Created by BAM version 052009 Date: 5/25/2010 Revision Date: 5/25/2010 New Construction Site Information Address 1: 4914 Brooklyn Lane Project #: Address 2: Lot: 1 Block: 1 City: Eagan County: Dakota Subdivision: Homestead Village Application Information Business Name: Burnsville Heating A/C MN Contractor License #:1034 Contact Person: Alan Dobson Office Ph: 952-894-0005 Fax: 952-894-0925 Cell Ph: 612-328-8506 Address 1: 3451W Burnsville Pkwy Suite 120 City: Burnsville State: MN Zip Code: 55337 House Details Square Feet: 3037 sq. ft. Avg. Ceiling Ht: ,W ft. Number of Bedrooms: 3 Ventilation : Exhaust Total Ventilation Capacity : 1.A6'cfm. /4o Minimum Continuous Ventilation :60cfm. Continuous Ventilation Provided: Exhaust:"cfm 80 Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Appliances Gas. Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Exhaust Ventilation Capacity (cfm):,F0 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 80 Make -Up Air No Make -Up Air Required by Code Combustion Air Round Rigid Required: 3 inches or Insulate Flex: 4 inches ApplicantName (print): Dseni Signature/Date: Code Official (print): Signature/Date: v'?e - /2'4 'x9r 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 4914 Twins Court HVAC Load Calculations for Brandi Anderson Homes RHVACRESIDENTIAL, HVAC L oAr►s Prepared By: Alan Dobson Burnsville Heating & A/C Inc. 3451w Burnsville Pkwy, Suite 120 Burnsville,MN 55337 952-894-0005 Monday, May 24, 2010 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. f C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday. May 24. 2010. 10:30 AM Rhvac Residential & Light Commercial HVAC Loadite,Stiftware Development,: Inc Burnsville HeafFng & A/G Inc 4914 Twins Court: Burnsville MN 55337 P.al e.2. Project Report -tiGeneral, Fro ect,Infoi'rr►atlon > . df=. - !. > f N } "or g • .3.< :.4.4 ' ' , s. , x:..:'. . Project Title: 4914 Twins Court Designed By: Alan Dobson Project Date:.5/21 /2010 Project Comment: Client Name: Brandi Anderson Homes Company Name: Burnsville Heating & NC Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Burnsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: ».?k as <rw.<4 rva✓../h�a:<- .,�..�v<. �!<.`<b:r..C..Y...:.-.re<.cit'x<Nara....:e..-....^n<.«a., � - ' Fra l 4A <� w,Sf.'.3>.' u - `ra'f+<° `:fE£en.3�e� w`R .x«.... mate-: .^d��"`^irc ::"�=iF:3.in.. 'J.-s�...i'`x:<...< �>,w.±^. ^..^.:ic~,< ""tw.>. .. :.S�.i.; a£r.. i:'s`:£tvsi-:.:'L''.'.=x;`"4v=`%r^.",_��t"•^r ',xwsix'. ^^xv 7>... a .-aFs','.--� v<�2;j.�au .<Yr?. �-: .�`"<"..'"�x °p. ! "� - <.'rY<^-A .«Y<rer.` f: at- u<'fL¢<p8 Y:3z.>W..2'13^5 <-?.-}ye!".x-. xs �'t$ .& <i$ r..«rrn� '' .. <P' . .e`y>;. S- - .<.... <.... � ......�ta_ '�f�u. � ;7,:<.M.,<-rz,.,G' �`":,.v-,.:�..rr'.'�.",;.., fu .. r7,-:e^"s �i^:£ . <,.::8sx.'9�J^3�rG"��`-f� d�a�•.x`.f✓�s'. "z Axa?}�.:,,:<i !..:: . 5�,�a�`tr`.r�� _ ,.dra' v �r<usst... �"3£�� ;a�`zv"�� `My..:r'`�'=::.' Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35 44.4:` « , �G`B.y"_I- 11z--0<yh<8.0,3 _ e ✓ O_ hp\. k MIwbi:ro�iwf ..<. Total Building Supply CFM: 909 CFM Per Square ft.: 0.299 Square ft. of Room Area: 3,037 Square ft. Per Ton: 1,523 Volume (ft3) of Cond. Space: 28,334 . zw3..., yrz'..y<.,s .e3ysf •£ s °iH'f'.: £'�£>.?a'u <--•.N•e1. - ..L-ir'i.Y`l:«E"-.` P�` - <i`elsu . sx i.5a`¢ 3 -`"'?i& e"< Os �"�s <.<v+�i<. ry3^�'<f+s��.M'�vYyG - 8<�r�r"38,i —�"y'^ - ..NF.... yr, .w4 a£ h. S£^' "S¢ ..�e�f'')^"e�.+,,. :2��.F�vi:I�N4i ,i rE�-h�ri.: y�J y.. wr`-w7 �i`}is a i�-;ssSa(£ o.. f -, < Nwa y . 7` t""." Blrl 10:71.1 8 �LoG�C:i�ii� <E T �?"<£�«E`^'f `..-�� rYxi "lef.rz Lx= fr'_� .a=[.P , Y.s° ii'Y s`�A '�:'i7 S€y'aJy `i."xi? i7�2f'�i "G' LL'"tS'£�.i'M' 'i�, sE aP'� : Y��".".a.; .3�Y ` `£ y� l l H-n%fy.J' t=Ya`a-T csx .... .Ir. :=�. ,l. <-w�...i�, .1-.i wt.GE<r � ASA.. ''.l.' .=t�f(� 6.,..<�" i � ..>S.� Total Heating Required Including Ventilation Air: 59,919 Btuh 59.919 MBH Total Sensible Gain: 19,405 Btuh 81 % Total Latent Gain: 4,531 Btuh 19 % Total Cooling Required Including Ventilation Air: 23,936 Btuh 1.99 Tons (Based On Sensible + Latent) -�S';- q ,• E:iaFY`a : `e. .,. rw" r" SC.i.^°>"-.-"svi%, %x w»e".5 ` ;. 5",-.;+..-zevwi'>' '..✓' . . ..,, , t ya1F.r+a Rs ibrs' wt4, J%...T£'.z`"a ar`: o- Yom'. �' ffu�+£9:<r-< 3s :.aS+ ..d4 5��e .�," � ^.z5 t<....�i. Y1:YF ae , isz,%y= � -�: fl'4,.�.a MI .s it s:< ( +4 � ��,[.Sz � idt�'.s."�fY-u``i <Noe ....x.:isa}F�✓'.�< +x"x.T:,..t�f�asY <vyG, "ksa>�. .;a;,.'"L.�'. - r.;.;.,`"f�<.`<.�'�^'$+,.^�$f.., ?+ :i��'"��r,�'F `` ''`"".t: `' � vq°�h d r��<'"^,t. Y-5.>t;�`.l, s�`e•{;�,` m{ro ..£'::'e:. ,< z, s`.�+#'•'� r, rt4r«✓. a.a?x:,-"-$ ......... $.. �. �„i>re„f,^`:?, h�,^�..-�,e ''� `�"' '�"" r`.a--,k�.." » ... <. £ -., ,.<.fi..<.. x :<..a"Cw�'�w/-fwf3�i�fi�:FM ( Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday. May 24. 2010. 10:30 AM C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM Rhvac'' Residential & tight Commercial -HVAci Loads E[ite SoftwareDevelopment, Inc . Burnsville Heating &AIC Inc > r 49 ih Twins Court: Burnsville MNt"56337 :,- ... .........>.: ...' :rt `s P.:asdid: Total Building Summary Loads . r .,r<, ,.. <. .<i . - .....<M < <,. <�:. .>: � ,�vs:it:<`.,.a :.:,.:ai .< ....; <: ... a..< �C.�-s,>a a.;-.,':..� ;.;N,,;„. - .� < .7a`h ....x..nE:S ...FE r.> < `+"....�✓:}. f. `r...,.,'e, rs.� �v. .. f o -..:.a... ..✓.e..x-:,. 3Yn.•..?',Z.rG:.n=.)ta -. F .L< va .ae<o.^3.».Y.. ",*Y.% < g tJ`S. .- w_ w�i�Y>,.>._u.f?:-"`E. 3aFk,-A 1.��.., xt .:.a_.-�w.«<; �.... r.;lE: ;r+v=>:: '.%H?:r. an ..r .LS..� v ... f'`'v}� �. _. R.3-.,,.<vn.>,:, yea <•• <,..1`JP-�."aaa'::- ... r :� u..: ii me."::'?;erro- ass �`<:"`=�1:� :.V.V..: on.e.,l<➢:irk:^eesF,vr?.v-fr<".F.CSSJ,.,<...L., v '-..:s ra. <t^x4�.?;.e-Y.- o-....r:.!.v-.a. ,<�{. <21.' :."�r::..i*<.3i;xo:.wi>%.fiZ� i�+4 .'rIF>'rs .�.. w,sY �drF::S.is.;H. +syr><.«, �:. e::dF.. .rn: m.�r ��.� �:., �.�- ,_;�,� .F ..t'ea.... _S'en::<., �: ,L�t:�.<� � Sei�� Tota :r :.:�. �<Y.r. �.. <.:z.�::��. ,..� �s� , �. �, �- � w.,�� r z a,:�::, .; �«,:� --•�: � �� tiro , ..� � �. '._. s..�s "s ...�,.:•«<rr.:-rZE'c...ti <.r^�.n` ��////''�� R s•.:.••s"..rs '�.xa�,,<.r:..- 4 ,x�'�rS.<•`'•`> �p]•. <N,r-"� '+x+iAb<., '.;.a'jF S9&.6 .fixy 'x, ..:F: ".L �<>r.-...<..<.,w.ae:'>. ._. .xa. rv. �Y r, ,.,-,r,...,...i.'�t....�.ry `.,.:�>h t.:::,,:'.�..,'".<...<r.<i` �._iy:`.m'y./ y ..e 'A.'r'ZX^ ,� •n .__'�?/irzsL::a.. <.,:�.t _ - .,:�i?: - - ...N .-`'moi ,sa7. .EA. +ter.... w sY.....-?'as'.3 <-.co-. �,Da, „?. <;� .<pi.,. .a . O . �5�. , .'v ..sE2:^: { ,„'Sc' 3.'.=4 .�'� . £:.; ^ <i -Y : ?a.. .lau.. mob. ... ati1Y<M <.. , -..DLSV �I o . s•3: .A.. .�, �.G E,^".'r".f:�:. .:-._r."'Nt =+�w< , 4s=:5�, � 3'd'sn .l . r.f.nGa..,>ws'i.>., T ,<w.... 123....<.��_� h..<._uYX�Y i.K.2.,:u-� , Quar`�: �:.oss�:.:z ..MEG ;��s�.Y3Gaall'I:;�::--'.ar:3�;�;t•Gaifi; Brandi: Glazing -Brandt, u -value 0.35, SHGC 0.34 145.8 4,441 0 3,701 3,701 Brandi: Glazing -Brandi, u -value 0.35, SHGC 0.34 87.6 2,667 0 1,995 1,995 Brandi: Glazing -Brandi, light color drapes with medium 85.8 2,613 0 1,814 1,814 weave with 100% coverage, u -value 0.35, SHGC 0.34 Front Door: Door-Brandl Front Door 20.4 816 0 225 225 BA GD: Door-Brandl garage door 17.7 246 0 68 68 12E-Obw: Wall -Frame, R-19 insulation in 2 x 6 stud 1471.5 8,705 0 941 941 cavity, no board insulation, brick finish, wood studs 15B0-10sf-8: Wall -Basement, , R-10 board insulation to 999.4 4,664 0 86 86 floor, no interior finish, 8' floor depth 16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on 1685.6 3,226 0 1,409 1,409 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic with radiant barrier, R-44 insulation, dark asphalt 21A -20-v: Floor -Basement, Concrete slab, any thickness, 1350.7 3,173 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 30,551 0 10,239 10,239 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 5,028 396 2,187 2,584 Infiltration: Winter CFM: 262, Summer CFM: 141 24,340 3,275 1,959 5,234 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 3,219 3,219 Total Building Load Totals: 59,919 4,531 19,405 23,936 g g �Gbe�. Q a.• F 3f4 a, r' s;1�*?:3.`<e ik �X afi z 1 �t .%' .^ ' S .>LE7'. ,Y.g. „ S`. .,a < }-eFt. U r.�s��. <.,�:�� > . � �.,; � :: �, ��Ei3,-•,., � !. i Total Building Supply CFM: 909 CFM Per Square ft.: 0.299 Square ft. of Room Area: 3,037 Square ft. Per Ton: 1,523 Volume (ft3) of Cond. Space: 28fF,334 'yY .SS., ✓!/ M o- : „B,ldLoads�4.91,w <n4 Total Heating Required Including Ventilation Air: 59,919 Btuh 59.919 MBH Total Sensible Gain: 19,405 Btuh 81 % Total Latent Gain: 4,531 Btuh 19 % Total Cooling Required Including Ventilation Air: 23,936 Btuh 1.99 Tons (Based On Sensible + Latent) �y�y((��--�� u:r3}r �., ,>.�.,ae}�, <e:�...5. e..,Fs ,s>a.- (� ,.s^�r�"�f7�„cs rr'a.yah?' ;.�.�_ �h� ...,'_ •a;;� ,.:,Js x:.,: '. y o.. _ -- ii tired Y L. " r( y�. i N i &✓n' aRfi•Ss.: N wT% '�"`<.y kir si 0 !<i'1SS, >; S� 5"i?.. .�A:j'.';,.1 t 'w »tt,%Nan yd < 'y a t. « ••�"r`yuN.; �± t�. � .-r.r-.. <f.x. a...5 `<"K�_u...k........,,..S,4a3cx,.J'1'<�E+9C^,.:��i'NExzisM3-.-�.diiQi>u v.S " .€#Tsaf+ S�<(: ' Rhvac Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday, May 24, 2010, 10:30 AM Rhvac Residential &'L1ght Commercial Burnsville Heating & A/C Inc Burnsville, MN:+55337:' :;. HVAC Loads Elite Software Development 'Inc. 4914;Twins Court: ......: ..._ Pa.e.13:< System 1 Main Floor Summary Loads rte'.eo.<:m.aw,v,im. 9p �:F:.4Y�:.r3�:G...-::..-,..;z- .?�z3,..r,.e<-..;-7...:<•M".Y: .H �y fi.g^f�;:=-"�F<,5"s?.:x....,.a.x,,.:...s,U.,,i.^,.'-..r- �e�^t€3.'":�aw��"±^.`��-"..`.r.,:::,-..w,.r1;`�-w.v.„W..,,.. " �y",<zZ'.,sz•.-.":'3,--,•_.�, "? s.:"` s[`u. .'�y..-.:i-`,x:s%...c..x�e<.i_``y<'>N.e.�`�,«.i�:.�.^:� .t.'"sa"t„n-N5:<-%ieu:� ,/z- :$..3. d. h^E..: e=m;.X.-n,.ra ��:<;:�_.h>•.,..-,..'�%�:".✓%.a..;^�aYhu- sc o.a`dy. n:`zd•�va°'�•c,.K..':,;"i4'a4s�,E,, �✓mL-' a-ta."gralti.<am... -a °:i�.;•,.<�. Brandt: Glazing-Brandl, u -value 0.35, SHGC 0.34 145.8 4,441 0 3,701 3,701 Brandt: Glazing-Brandl, u -value 0.35, SHGC 0.34 87.6 2,667 0 1,995 1,995 Brandt: Glazing-Brandl, light color drapes with medium 85.8 2,613 0 1,814 1,814 weave with 100% coverage, u -value 0.35, SHGC 0.34 Front Door: Door-Brandl Front Door 20.4 816 0 225 225 BA GD: Door-Brandl garage door 17.7 246 0 68 68 12E-Obw: Wall -Frame, R-19 insulation in 2 x 6 stud 1471.5 8,705 0 941 941 cavity, no board insulation, brick finish, wood studs 1580-10sf-8: Wall -Basement, , R-10 board insulation to 999.4 4,664 0 86 86 floor, no interior finish, 8' floor depth 16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on 1685.6 3,226 0 1,409 1,409 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic with radiant barrier, R-44 insulation, dark asphalt 21A -20-v: Floor -Basement, Concrete slab, any thickness, 1350.7 3,173 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 30,551 0 10,239 10,239 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 5,028 396 2,187 2,584 Infiltration: Winter CFM: 262, Summer CFM: 141 24,340 3,275 1,959 5,234 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 3,219 3,219 System 1 Main Floor Load Totals: 59,919 4,5311923,936 3,936 v..,4Ni05 Tw"kJ, .`��✓F;.l.:>-C4yYY,,, w.aLY-. i :.s ''E',`,�.•:£%g","f�<,;i7 �h� :040001i., dr- a '10, Supply CFM: 909 CFM Per Square ft.: 0.299 Square ft. of Room Area: 3,037 Square ft. Per Ton: 1,523 Volume (ft3) of Cond. Space: 28,334 (s +4i a x IS It s^....:: ' : ,f'";en�• i ''.' °:zi5,u<;t . s? a.cs�;�,.F;rA,x�= a t :, . k •' fii-Kar.. ^ .;,:s.,,.. .-... cx-s-w r • ; t <,- <t, ?t<s wiit.;1- o '". ' ern1 Loaefs;C�tY`rFi�,;,°,.�"-"�s>£r�,�iy�t?t�ff7°''��r,,t} �,� �s: i� is , � �� y,.�%:f'�Fz..�,�:�� i �''�V�£�"` -.5.,�,,,�... siC £ � i" �'•�'F " t�-� F 5f,��.i�i�i��`�«r ...:.,�N. `€ :Kb; ..3`4'd.:�5'P. `r c� .. n..1i1.C°."'sY,s......� - s3 .,... �r,f.' ... . �- r� S„^3< rG�.�gs .. :. f?,. . � <.... Y J fi-T''.�a.# ., (sr ,. `T �n`, Total Heating Required Including Ventilation Air: 59,919 Btuh 59.919 MBH Total Sensible Gain: 19,405 Btuh 81 Total Latent Gain: 4,531 Btuh 19 % Total Cooling Required Including Ventilation Air: 23,936 Btuh 1.99 Tons (Based On Sensible + Latent) : ..^-i.•,,,C.,. N% OJ%i^L M ' as•3 8 '-'4' <•.nd,., £.°.x.'y,r...�: waLY`YY -."S., .»..,-..,, w2. .�.aY^ ....t&�h ..ov-....e?4a Rhvac is an ACCA approved Manual -• ,G J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday, May 24, 2010, 10:30 AM C:\Elite\Rhvac 8\Brandl London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM Rhvac Residential &, Light Commercial HVAC Loads EliteSoftware Develo mens- Inc Burnsville Heating & NC inc 4914Tw�Pag BurnsvilfMIV55337 ...-<- ; , >�,..; .e 17 System 1, Zone 1 Summary Loads (Peak Load Procedure for Rooms /+ se,f.,: .Ja '�.:.-, i.�, , �.s,.... ,r.a x: ;cs�r , s=e4',.:s�:ar. a°=ea;•o:'i'� n� :: •-,-�€^,. ««s='E� :s.•�•..<_< ,».,W.�:, r, ::z i...: <as,.�.. .rN. :<.. r.V- �. .,.""�.......... �.' <:. ?x^�iroti'.:,...<.:...,,?<.:.. d_:<a.;a,,, :1.3s<:::ma�.':..._:.. ... •= ,ai c ..�<? . .v.'Ska�1s-�'e "�` ..fir. < -r`"�' � k ti ::°. _ :'.::„r�x�.,^�<� ,'.: .i�:. n > :;,,� <,,.,�...� ::�...:�� ,�� _.>�,, . .�<.« <y„<.��=�A�e��•��-� :: s`e -�X. �� Lat = ab�efa_.: �._ �r`ata ...?Y..:f`l°a<iaE.:. c..e:53viT`r .£%>< .:.-e'x-: .. � :.S... F....asY°u.,..:...< B'4'(. . . fi"' a'F4«s.,aA:- •`.:aY...., x � - ... �'�s:.. s:.3.....:�..>, .15' , r s»w. ,,s,ei", r.>z.... _.. . .. :`.3>±3=�!y., .<. .. %u-, '�.gz , -i_ , .Y<.>%.°, ,}xv:. P .;..«...f-,. ,.... ��,.<e. M.<... .;<..;'c,+.,. .�;: »:.�sxr .+.fir.... �`' ,7 , :_ttSs<kr"��•.rn�: :�..�:';9'':.. <.<. .n<,.��-:4> ;'«"%. .S�i'-SCS=;="cn-i3 .nSK..Y 3 �Vlyrf,^.�',.a�j;3��x..-w�[u,,;s��ta, 3 Y.1.ir<^ ..;n;,.%i° :nv,.^".>. ."�:�: �'�-` :+� ._'S.r�a �D.escl'ipttoh �4 �-_;:��:� � ��F:-:�::�; :� ..,.. �, :,.; }� �-�>��M•n..:�.�< Qua � .,� oss rb .5 Ga(; � `� a Gain Il ..rEia?;.. .F,""Yy>:�s"".rsw,�<'�-.,' it.�: al 4i'� 3 Q I ��'" �r-�' � -t� y... Brandt: Glazing-Brandl, u-value 0.35, SHGC 0.34 145.8 4,441 0 3,701 3,701 Brandt: Glazing-Brandt, u-value 0.35, SHGC 0.34 87.6 2,667 0 1,995 1,995 Front Door: Door-Brandl Front Door 20.4 816 0 225 225 BA GD: Door-Brandl garage door 17.7 246 0 68 68 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1233.3 7,296 0 789 789 cavity, no board insulation, brick finish, wood studs 16CR-44-ad: Roof/Ceiling-Under Attic with Insulation on 1685.6 3,226 0 1,409 1,409 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic with radiant barrier, R-44 insulation, dark asphalt Subtotals for structure: 18,692 0 11,032 11,032 People: 2 460 600 1,060 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 3,443 0 1,648 1,648 Infiltration: Winter CFM: 203, Summer CFM: 110 18,892 2,542 1,521 4,063 System 1, Zone 1 Load Totals: 41,027 3,402 18,425 21,827 k Chat, 4F o -log:'' 7 E � z f rr Supply CFM: 863 CFM Per Square ft.: 0.512 Square ft. of Room Area: 1,686 Square ft. Per Ton: 927 VolumeQ(ft3) ofi� Condi.. Space: 16,1783 �e py sZoneLoa b #Rai £ 5 w 3 �xL iia i w� Y3r£p`. W%'33 t* i i ,.�.,.?«*s`+m _.,.<s-° .. : a'' s4 a"i, K1 a `�' :.. fit ' f a" w ., Total Heating Required: 41,027 Btuh 41.027 MBH Total Sensible Gain: 18,425 Btuh 84 % Total Latent Gain: 3,402 Btuh 16 % Total Cooling Required: 21,827 Btuh 1.82 Tons (Based On Sensible + Latent) - 5 ra° •E%Z` f `s,�ar 4�Sisifg`� 7*J're;0,_ ,s Y .a h n, S#''71- 3 -`�[.: f as � A ;�-`'�� x ^3 3'7 �:� � •'.x'.. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. C:\Elite\Rhvac 8\Brandl London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday, May 24, 2010, 10:30 AM Rhvac' Residential & Light Commercial HVAC Loads Elite Software Development,; inc Burnsville Heating &AIG Inc 4914 Twins Court: BurflsVille;MN";55337<,: ».>...',._.:: Pa•'e i8: System 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms) r'.�'s^s}Nt'."•�:'o 4�C.>.Q-<,..: ,....�;ic.A,If�:.�..Y•..a>..., Ys_.y<¢x�rr `a'i.i^n^T"r., ^r�`✓'.�;x.s;..:, .:x�:.><•,'°.,ww�.g.;....>-'<fi..'x€ ...:zi, fi°...f%-.4;:F':PfA*,.@.-.'•S4.,c7f�.- " rlF<r..' .<Z.,,.fw '.�,,.a.o..r....,., <.x::i.,<+'.."-�o-cn. l/'211-.eSfa>•oc_.,r..^�n'r-§T'w;e..'G cx $vss.i<>nES <v'C .,r L-_t.Y < :. v:fr'...£.r.ra.e.:,;':g;.f.7z,;3a��..�fiY.,4Y^x.-H<-Y F.aar,;r�< ^:�r•4..;_...r�<. V�_ vr.a_a 3 < .l f'o.=�.•ra ;E.f?•k.k. wms�,,'_'^_ esctC-•C `.N : .�:•� Gallt:�.m;� ry Gatr� . Ca�ltl Brandt: Glazing-Brandl, Tight color drapes with medium 85.8 2,613 0 1,8141,814 weave with 100% coverage, u-value 0.35, SHGC 0.34 1580-10sf-8: Wall-Basement, , R-10 board insulation to 999.4 4,664 0 86 86 floor, no interior finish, 8' floor depth 12E-0bw: Wall-Frame, R-19 insulation in 2 x 6 stud 238.2 1,409 0 152 152 cavity, no board insulation, brick finish, wood studs 21 A-20-v: Floor-Basement, Concrete slab, any thickness, 1350.7 3,173 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 11,859 0 4,266 4,266 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,585 0 540 540 Infiltration: Winter CFM: 59, Summer CFM: 32 5,448 733 438 1,171 System 1, Zone 2 Load Totals: 18,892 733 6,039 6,772 .• .^£>`YA�_'YeiX—ExY.F•JL r(' is2�•e�ss'_ 1:44.6.,l�- �.�.:s&°L�.'d•'.v"°�i••zY5.:' r70, ppAA Fj Liay . „£ .< - Supply CFM: 283 CFM Per Square ft.: 0.209 Square ft. of Room Area: 1,351 Square ft. Per Ton: 2,394 Volume (ft3) of Cond. Space: 12,156 S• lL dp_ ,.. aYr i{.E€€,�.H.n L:Y I Y.^-., ;iM' w r.: yz 1 i , ,. , S^w.y S, . £,� ie^ .. '.Y ixu'z:. „a' ' y`EEd • ` # a: 'Js:�. ` ex., [ .rwa PY <.:9...-.£.< .�... � 2.F 'i '3�i ..�}:.2N'tx9^!e" '" 1.�RSr <5 �J.•>�:q N.. ^'[.>-wr-."�. �•� ,:5-t<N<.... .a:Y 7'•• 9tfl�°'F°`�r'i' x#'S"�+�,R 4.; � z?iiYS,p�+RS..^�__ ' s :,,•'mow, '"ZQ4:l8vL0al�\l^,�-�-"i.�f' S: 3�F�sN9fVE.7 iF.y <y..W3�i.'ydtF�°xS .33d1f1_,.a5•F p�c• ^r`• d <'6�Ye {Yi2i -�.� `. •.=$z°..e ^<..s""" �� i 5} �`�2 A"tf ��•'•<.�<�'`P. Total Heating Required: 18,892 Btuh 18.892 MBH Total Sensible Gain: 6,039 Btuh 89 °l° Total Latent Gain: 733 Btuh 11 % Total Cooling Required: 6,772 Btuh 0.56 Tons (Based On Sensible + Latent) -cij,. Bs#. r.:o.-.'�,.:! 'm e.3<3a,._, t: mo'411; E.x.i:kY,iF:• 'S:xaa- f P� jw'w`L�{ 4 .$F3-rF«W!'4 ' 'frikx'•r<^ s<,-_.-. t , Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Elite\Rhvac 81Brandl London Twin Home 2010.rhv Monday, May 24, 2010, 10:30 AM C:\Elite\Rhvac 8\Brand) London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM Rhvaa` Residential & Light Commercial HVAC Loads Elite Software Development, Inc , Burnsville Heating & A/C Inc x}914 Twins Court Bumsv, k�� a x. rlle Mf�L55337.r........ :: :�< ..:,;1 ,......:...r. .<.._..: ..., ....::.. :.,...�' •� �.< ..;Pa:e35` System 1 Room Load Summary - Y •.a`-�y 'xu:x:f:..1"..r .nF.:• &.� �'3^.:t�.t...ia.... i .''RO.3:",:-.:k'::ku�. •:-'Y.i'...'1'.'<.m5 '4'?t�' :3ItY �f'i �':i'fe'. r < .. € :3<^.✓d.<:,. x'`,... -v"=£s "£Ia#�-is' r" 5 ��,,] j 4�y .r , tixF �.,"'%?'�w<. S.: 3F. ; ,..F;i g. ., . <..Iwi "Y S �y w<_<-E'f '� <t•;`c:-a: ,<1 <`il <:<tf �� 1.'YFitt xs u ..'..o «-F.rtp;• ..`5' _ ° •.�5`<`c. '. 1Pj <h.'• a>`�rJ'"w'"%; . a`F f f I irts3 .� �..i :<.•' e�. • t'Y'.�� ! "x... � Fvi.N<�� -�R � - t9-� .�C1� ..- .4:.:� ;Act: .. '.5.. �4y r { �• �tix.� ro•.w.^-,..:�.`;«.'� ..-" <3.,1, , � � ,.f J+<S ` 3.. `C-S:'\ :.s.�.Frve-:.xXi-a'�-t�.:.w RT... s= ".✓3-'<i. .- � ��wwt�y� `i 0 1 3 t ff`CiwT Sn •f"-:'i.,;:inw LR +F �x " �i..,r:i £ 3..:+rh.»h. <tuw• Y ..:. Sens .i w'}-rvYltw+fa',E .eC:°3_e. y^.Y��j""-. 9 .`".v� :5'^'.'•4 ,,~d�4t6`^Y<",c' it `16�:. < "i{'..? 7. Y` Se a yx ^Y. 1� ! ,�� ... �t� D ct �.�::: �.�..�Se `� �•��.�La-,x�..� CCg • �.:��jls: . :G .... ?`t :..`'M.,.. "M' e3 "'•'2*�Y: 3- ' Y(" .. sr �%:..: �r ..<..{ 3'-7 � )m.-...ix`''a'^�' r. �.- � �r x'"'hii.:'.�t"v" �"'� � ^.. SFSBtui.F:i/eiBtt.gtit�C..F� CF11lfK ---Zone 1--- 1 Foyer 112 2,843 38 1-3 560 587 155 27 27 2 Den 121 5,696 76 1-6 300 1,255 395 59 59 3 Kitchen 140 2,428 32 1-7 366 2,090 152 98 98 4 Dinette 100 5,734 77 1-8 536 3,992 304 187 187 5 Sunroom 139 7,080 95 2-6 577 4,836 359 227 227 6 Master Bedroom 190 6,208 83 1-8 496 3,695 880 173 173 7 Master Bath 292 4,240 57 1-3 663 694 304 33 33 8 Laundry 88 4,076 55 1-3 534 560 713 26 26 9 Living 504 2,722 36 1-3 684 716 140 34 34 Zone 1 subtotal 1,686 41,027 549 18,425 3,402 863 863 ---Zone 2--- 10 Basement 1,351 18,892 253 1-10 519 6,039 733 283 283 Zone 2 subtotal 1,351 18,892 253 6,039 733 283 283 Duct Latent 396 System 1 total 3,037 59,919 802 19,405 4,531 909 909 System 1 Main Trunk Size: 11x15 in. Velocity: 793 ft./min Loss per 100 ft.: 0.101 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. $Cop i n As .st Bili aila ..: � r• < <. "k ¢7�§y,.fm'"u4�y<•i E.pvfS�£4.< r` . �c<r�?... b°''t fi, :y"�:..� AS�e.>nn^` �-<.'�<:•`.: ... � 3 A' < .;x. sf.m`^F...'.. ds.,- ...� tt.'Fz. :` �'•-vfl°,+L --,-,,-i.,,, a iNe ` s: ..9r sn xszz. 4 cw ,� r .? >^'Y<.`.5.. 1'Y �"'j£ ,?� . 'xrv..r j ,� i-"ss�ac?: ; r Coo . She jbfe/ a f p Se s he ' 1 affe f otal :n4, zlr: Msgia.r-rvc" n? 01 -1:.; 4`fia''.<#.'kr.3.`l. mom. «.. Fs�e Net Required: 1.99 81% /.19% 19,405 4,531 23,936 Actual: 1.00 77% / 23% 9,240 2,760 12,000 C:\Elite\Rhvac 8\Brand) London Twin Home 2010.rhv Monday. Mav 24. 2010. 10:30 AM PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: BRANDL ANDERSON HOMES LOT AREA =14,056 SQ FT BUIDLING AREA =3,690 SQ FT PORCH AREAS =180 SO FT DRIVEWAY AREAS =1,022 SQ FT COVERAGE =34.8% • 41, 94 0 948.7 A LLI z e_-_ - A .4 J BROOKLYN A A A A x949.7 950.2 950.7 d) - 0 948.3 ADDRESS: 4910 AND 4914 BROOKLYN LANE, EAGAN, MN. BUYER: SPEC/SRENAKSI MODEL: LONDON/RIVERIA ELEVATION: BENCH MARK: TOP OF SPIKE\ ELEV.=948.87 \\ 7 00 a) v 30.00 PanT,Iim rn \\\ (948.1) 948.9 60.33 0 ca 943.8 , (942.8) LgIL 8r */ 3:1 Maximum Slopes ,- or Retaining Wall Will Be Required 94118 10 r) 01 I SRV .x N a) 0 N u0 950.9 0 } wa 0 ow a o>_ Cr 0. 0.0 M N u0 a) 950.2 0 o, Q 03 o. w o>- �0 0.0 M fV Lc) -- 30.0 0 O- 0 z 952.0 SRV 2 953.2_ BENCH MARK: TOP NUT HYDRANT L1 B1 ELEV.=955.64 10 U"') x 950.9 5.00 s O '4.00.950. 950.9 r ri /17.00 950. tel- a O ;/ Q w m 0 o' 0 944.5 0 U 17) 944.3 12.00/ 0 N /S89°49'21;"W % 120.02/ '4 Q 0 1.:` `)G3Q:. 17.00 0 N N a) 953.1 0 30.00 BENCH MARK: // TOP OF SPIKE ' ELEV.=951.30 11 1 I 952 0 U 0 0. /to 5.00 N r) 35.33 / W 'C 1 0 Z '0 0, O' N 12.00 944.0 0 U N 944.3 N rn 2 O x� v 950.8 944.3 0 O to J H J D 0 - in O z0 0 nt x as ti 0W atJ Z <01 0w -----29.3-F----•- 944.1 945.5 - 1 1 J co S89°40'29"W 60.33 947.2 118.94 120TH STREET WEST SERVICE INVERT ELEVATION LOT 1 = (9XX.X) PLAN SERVICE INVERT ELEVATION LOT 2 = (9XX.X) PLAN NOTE: ADD BRICK LEDGE AS REQUIRED NOTE: GRADING PLAN BY PIONEER LAST DATED 11/8/05 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: 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. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM 946.7 I I I HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. 0 :(PROPOSED)/ASBUILT (945.0) (952.7) GARAGE SLAB ELEV. @ DOOR : (952.3) x 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE AND UTILITY EASEMENT DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE DENOTES ELEVATION ON 1 000.0 1 DENOTES EMERGENCY OVERFLOW VIEWED WE HEREBY CERTIFY TO BRANDL ANDERSON HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1 AND 2, BLOCK 1, HOMESTEAD VILLAGE DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME UNDER MY DIRECT SUPERVISION THIS 23RD DAY OF MARCH, 2010. SCALE: 1 INCH = 20 FEET 36061 105255006 3D NJK OR REVISED: NOTE: 3/24/10 STAKE 4/28/10 client grade revisions By O v EAGAN ENGINEERING DEPT. BY: NGINEERING, P.A. Deter J. Hovr1'<inson License No. 42299 RESIDENT / OWNER Name? 'fib)- A)} S 1+1),(14E JLr •l(. Phone: 952 , S9S - D23( Address / City / Zip: X65 ER-I JAI biz* 120, EA-Li Al--1 k N 551 2 2. Applicant is: ✓ Owner Contractor TYPE OF WORK Description of work: SI 4 .164 Le FAM I L`/ DI t`` Construction Cost: Multi - Family Building: (Yes / No V ) CONTRACTOR Name: BI AUDI- AMIDF12SOIJ 1 License #: c9-1)0 043 gq Address: 46 e. p_31.,1 bp__ t- 420 ` , `5 City: FA-Lt kki State: ►V Zip: 5G 122_ Phone: {62 - �j t' ta - 02-30 Contact Person: t2 Co■AJA-T COMPLETE In the last 12 months, has /Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan / based on a master plan ?, date and address of master plan: LOD I 1W C►/1.5 - - t 1111 I I I 0 Licensed Plumber: ,jpaof . t.1m.a.=.y.. =_—.= - *,� ►..: /4°r Phone: (P5! -" 31'7- 41 3 Mechanical Contractar:q3UP Sewer & Water Contractor: 1.::. 5VI1. -t--E ItEA11 INILt !4C. i 611; Phone: c� I ` 152 - 1 9 '+ 6006 CZ PPP � - ` F JA i .-- Phone: 2- " 95 -" 1 NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of - the information may classified as non - public if you provide specific reasons that would permit the City to conclude that they are trade secrets. City of Eagan L ( r -56 i T(1 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 - 4 LtJ 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ✓ / I I (O Site Address: ) b i o ° ki Lt o & ` " " -S Tenant:'1 Ct`J Url 1.o f- SulOc'� 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.aopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 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 !ans. (R. x f LiJ Watt Applicadt's Printed Name D fti V MAR 3 1 2U (;; Liz-j 4 (, O For Office Use Staff: Applican Signature Use BLUE or BLACK Ink Permit #: ' J Permit Fee: Date Received: Page 1 of 3 Z)Kpodyri SUB TYPES Foundation Fireplace y' Single Family Garage _ Multi Deck 01 of Plex Lower Level Accessory Building WORK TYPES 4t New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Rev' w (25% V 100 ° /� Census Code / 0/ # of Units / # of Buildings Type of Construction -y_.a Reviewed By: Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) - Foundation Drain Tile ,s` Roof: ,At Ice & Water , Final * Framing Fireplace: Rough In r Air Test Insulation Meter Size: RESIDENTIAL FEES Base Fee Surcharge Plan Reviews% MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL L filleD0 NOT WRITE BELOW THIS LINE inal Porch (3- Season) Porch (4- Season) Porch (Screen/Gazebo /Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System ---- SAC Units City Water yliS Booster Pump A..A PRV /iS' Fire Sprinklers "ry Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings _Air /Gas Tests _ Siding: _Stucco Lath ,4 Stone Lath _ Windows Retaining Wall: _ Footings _ Backfill 1 ' Radon Control Erosion Control , Building Inspector ,3J,.,r // c y. vvr.,; ,7f,gr e F.5 ' 33 � / 0- ,'w-'@- . 5 4 J /5 4 c4fr kori @ to/ POiu* Final Brick Final 9 9 9” 3 7n c' / 22, Page 2 of 3 Ya oz ❑ _ ❑ j 0 .B' 0 Ar ❑ — ❑ ,e ❑ ._" 0 ,B' ❑ -''0 ' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION U D� PROPERTY LEGAL: 1-045 1 d 2, BItc, ? � DATE OF SURVEY: 3/ Z3J/ LATEST REVISION: / t/ DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • 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 • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ..41' ❑ ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions 2f ❑ ❑ • Elevations of any existing adjacent homes ,Air ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ je1 ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor .rif ❑ ❑ • Basement floor ,8' ❑ ❑ • Lowest exposed elevation (walkout/window) ,F' ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ J2f ❑ • NWL ❑ Z 0 • HWL ❑ 2f ❑ • Pond # designation ❑ J' ❑ • Emergency Overflow Elevation ❑ ,0' • Pond/Wetland buffer delineation Y N • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS .21' ❑ ❑ • Lot lines/Bearings & dimensions Al ❑ ❑ • Right -of -way and street width (to back of curb) $ ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any Ci tilities within those easements ,0' ❑ ❑ • Setbacks of proposed structure and •eyaya setback of adjacent existing structures o ig ❑ ❑ • Retaining wall requirements: / Reviewed By: G:IFORMSBuilding Permit Application Rev. 11 - 26 - 04 Date q_3670- Peggy Fleck From: Peg Cowart [pcowart @brandlanderson.com] Sent: Tuesday, April 27, 2010 9:11 AM To: Peggy Fleck Subject: 4910/4914 Peggy, Please change the plumber on 4910 & 4914 Brooklyn Lane from Wenzel Plymouth Plumbing to Lakeside Mechanical. Thank you so much! l ej Cowart Brandl Anderson Homes, Inc. pcowart@brandlanderson.com Office: 952- 898 -0230 Fax: 952 - 898 -0232 950.2 950.7 952.4 950.8 950.9 950.8 35.33/ 35.33 120.02 944.5 U 944.3 944.3 1 2. 00 944.3 ( 942.2) E.O.F. Peter J. Hawkinson License No. 42299 Certificate of Survey for: LOT AREA = 14,056 SQ FT BUIDLING AREA =3,690 SQ FT PORCH AREAS =180 SQ FT DRIVEWAY AREAS =1,022 SQ FT COVERAGE =34.8% NOTE: NOTE: U J CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com 0 0 J_ MH Z 952.0 953.2 BENCH MARK: TOP NUT HYDRANT L1 B1 ELEV.= 955.64 PINE FRengineering BENCH MARK: TOP OF SPIKE\ ELEV.= 948.87 M \ od d � 30.00 \\948.1) 953.1 30.00 BENCH MARK: TOP OF SPIKE ELEV.= 951.30 O , / / / ADD BRICK LEDGE AS REQUIRED GRADING PLAN BY PIONEER LAST DATED 11/8/05 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: 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. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM BRANDL ANDERSON HOMES ADDRESS: 4910 AND 4914 BROOKLYN LANE, EAGAN, MN. BUYER: SPEC /SRENAKSI MODEL: LONDON /RIVERIA ELEVATION: P IR se f 1 E' 0 ai Cr rn / / S89 ° 40'29 "W SERVICE INVERT ELEVATION LOT 1 = (9XX.X) PLAN SERVICE INVERT ELEVATION LOT 2 = (9XX.X) PLAN WE HEREBY CERTIFY TO BRANDL ANDERSON HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1 AND 2, BLOCK 1, HOMESTEAD VILLAGE DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT UNDER MY DIRECT SUPERVISION THIS 23RD DAY OF MARCH, 2010. SCALE : 1 INCH = 20 FEET 6061 105255006 3D NJK 60.33 60.33 ti 120TH STREET WEST glc-/ 943.8 (942.8) 118.94 I000.0 BY: 947.2 0 a1 REVISED: 3 NOTE: STAKE NG I I � EAGAN HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. 941 DENOTES EMERGENCY OVERFLOW 3:1 Maximum Slopes or Retaining Wall Will Be Required a) rn 946.7 G =/a GARAGE SLAB ELEV. @ DOOR: (953.5) X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION - - DENOTES DRAINAGE AND UTILITY EASEMENT DENOTES DRAINAGE FLOW DIRECTION -- 26k - DENOTES SPIKE DENOTES ELEVATION ON :(PROPOSED) /ASBUILT : (946.2) (953.9) AS SHOWN, AS SURVEYED BY ME OR EAGAN ENGINEERING DEFT SIGNED: // , r7 P,,YpNEER ENGINEERING, P.A.