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2237 Wall St
U ov Use BLUE or BLACK Ink I For Office Use of Ea Ed n Q. 1 Permit Fee: 1 3630 Pilot Knob Road IG13 Eagan MN 55122 Date Received: Phone: (651) 675-5675 Staff. Fax: (651) 675-5694 I 2013 RESIDENTIAL- BUILDING PERMIT APPLICATION Date: Site Address: a? 1 WW qit Name: Phone: Resident/ Owner Address I City I Zip: Applicant is: Owner Contractor Type of Work ~ Description of work: NQ AN WraV 4GtM (AJ 6-yi Construction Cost: Multi-Family Building: (Yes / No Company: VIVA0044fM PD_IAA1t5U1 1`1~ Contar. 01 Address: a~ (A) UU)A49- Gift *9 City: ~w~y1Cwi Contractor ~ /~,1 ~sr~ra State: Zip: Phone:. MC2 i1- tb iy ~'~Vw License 2G 10 b 9 (D q" Lead Certificate If the project is exempt from lead certification, please explain why: (see Page ,3 for additional information) L-01t- 3, 6/001V O"71 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes Y-No If yes, date and address of master plan: Licensed Plumber: + _ c~ ~ el~) p1,V M 51 f Gn Phone: W Mechanical Contractor: KA M2 Al 9 Phone: SU - OU-3 -1 /J 0 S Sewer & Water Contractor: &()M1P7J Phone:. - 2 OA O NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of I the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.oooherstateonecall.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance wit he rdinances 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 sta with rmit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Bull ing a ust be completed within 180 days of permit issuance. i p LA, k x( J a " IJI Applicant's Printed Name natu Page 1 of 3 DO NOT WRITE BELOW THIS LINE r SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) - Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool _ Miscellaneous _ Accessory Building WORK TYPES FNew _ 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 3 J0 0&.0 Occupancy MCES System Plan Review Code Edition SAC Units 1 (25%_ 100./.-/-) Zoning City Water Census Code Stories ,Z Booster Pump # of Units / Square Feet ? /f PRV # of Buildings Length /7 Fire Sprinklers iya Type of Construction ` Width 316 u REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC ! Gas Service Test Gas Line Air Test Drain Tile Other: Roof: Ice & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath *Stone Lath Brick Fireplace: Rough In ,6Air Test Final Windows 4-11 Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES 0 0'3 /0~ 7,Y' S CZ Base Fee ~~X C7 Surcharge G n~i~Jfict,oty 1~ ~ y3 Plan Review 3 ® I gT 1 Yql j Cd g9 / 3 qO b t MCES SAC qqn'0 ~3Z~~f 1 r ! 8.2~ City SAC 78' Utility Connection Charge Jp''Z °J~7/2NC,r~ 7 Y,~! Q a~ S8W Permit & Surcharge J Q ,3 GO Treatment Plant Row ~bfIGN 3. ©8~f ~ Copies B ~ R ~2 14'1LG1~ I LI'too4e6,0 510 TOTAL ~Gi~'! jjr,~l.1~'✓ 3A/L.~j,L v~o'aZ,I~h'D~ g g~1 ~ age 2 0 3 3/D New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible l=v rceruncate Posted inside the building. The certficate shall be completed by the builder and shall list information ana of components listed in Table NI 101.8. 5/10/13 Matting Address ofthe Dwelling or Dwelling Unit City nnehjem 2237 WALL STREET TOLLEFSON Eagan, MN Name ofResidential Commeter MN I3ceme Number Venneh'em Building Co g2. BC108964 THERMAL ENVELOPE RADON SYSTEM o Type: Check All That Apply Passive (No F. ) Aettive (With fan and monometer or o y a 3 other system monitoring device ) Z q v V w Insulation Location a O ~ ~ ~ N Z w it 44 ° Other Please Desc=ribe Here Below Entire Slab X Foundation Wall - unfinished areas ! utility RIO X Tba. (exposed) Foundation Wall - furred wall areas R10 X 2' in furred stud spaces Perimeter of Fnd Walls (below grade to fag) RIO X Rim Joist (Foundation) R1_3.4 X Interior Rim Joist (1't Floor+) R13.4 X trtarlt~r Wall R19 X Ceiling, flat R44 X Ceiling, vaulted X Bay Windows or cantilevered areas R43 X X R30Batt Insul.+2'SPRAYFOAM ~ft garage FLOOR 2.1 R43 Rao Bait Insul. +r SPRAY FOAM Describe other insulated areas R- 3 FCC Batt 111St1 Ifl ar $Ni115 Windows & Doors eating or Cooling Ducts Outside Conditioned Spaces Ave. U-Factor (excludes skylights & one door) U: 0.28 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.32 R-vahu; ECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code Fuel Type Natural Gas Electric Electric Passive Manufacturer LENNOX RHEEM LENNOX Powered ML193UH090XP48 Interlocked with exhaust device. Model C RHE- PRO52-2 3ACX-042-230-13 Describe: Mput m 88,000 Capacity in 50 Gel Output in 3.50 Other, describe: Rating or Size BTUS Gallons: Tons: Heat "72,819 Heat 35,410 Location of duct or system: Structure's Calculated Loss: Gain: AlrtE 93% s>;>✓x: 13.00 or HSPP'% Calculated 35,410 Efficiency coo in load: Cfm's " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type urce heat pump with gas back-up furnace): Not required per mech. code Select Type Passive Heat Recover Ventilator (I-IRV) Capacity in efts: Low: 83 High: 165 Other, describe: Energy Recover Ventilator (ERV) Capacity in elms: Low High: Location of duct or system: Continuous exhausting fan(s) rated capacity in efts: N/A Location of fan(s), describe: 1 11 Cfm's Capacity continuous ventilation rate in elms: round duct OR EX Total ventilation (intermittent + coninumus) rate in efts: "metal duct Created by BAM version 052009 Ve tilation, Makeup and Combustion Air Calculations st Sme of appkedon of a rschankal pem* for new oon hw Om S . .9~ . Sectbn A Ventilation Quantity (Oeterrnine quantity by t Tebie N11O42 ar 11-1) $Nqw roolfdrmorrat 2gMNwvwdqdqn sow g Ventilation Method C_hom qft or MEW _wm RV RsWWY v or ERV M=W eta* ordy dm of unit in low must not omata'!ed con- GordrAw s ton tWft cfm m*ubv more then 100%. 3.a r fln: H,h C". )d?- mxm fan raOV Fri On (capacity must meet aoroeeri SeetHm w ttnumx ventilation 3ft by mesa Ow 10( C Ventilation Fan Schedule Location Con0nut Total Venn! n Ajek- 4:,.4A> t3 ul' SecO nA ckmtrols and cattrol cf on E Make-up air for ventilation (determined from Table 501.4.1) (determined ftm caia.datf3ons Imm Table 541.4.1) vft adtaust device (determined from cdcutadott W-411) deaaoribe: Locs ion of duct or sydem ventilation makes Wr: Deftmmed *cm meta 4v & opo" table fin and type (raund. mcbmquIsr, flex or rigid SwWn F Make-up air for combustion 7910 required per jjRj@Q wde (No atmosphertc or pow+ar vented apptlteea) Passive (see !F F- Wort gvd E-4) S n and We deetvibe: and Zwn5li forms ore avaGabder at and at V* ethical atdae m of appltcO m of a nwchan" permit for raw corabuction, Addtoonei ft m may be dwardowled and .aE rrm.uakibpwrbnorrts~bualdh~rRm. Vent lation, Makeup and Combustion Air Calculations Instru o>re~c and Example These his and arc ~r fa= we available at the and at the BU**Q SONY , The be 00 now vAmbld the [lone of or a rt icai wn* for new won. *morwj rom mgr be l oaded ara wee at WWW. , . she 80 h. h c ~~d $6Ctf0 J4 Ventilation Quantity (Det t* quanty by LWtV Table N11042 or 11-1) ni Tdat required vertilation i ,>tntshed t;oa,atx,ous3 N beet« or W*"o D ` - Qeterm the tots end continuous vooffistion rage by~ usi` V Ttfb/e N1104.22ojr " 19-1. the square , tow Mgdred vent#abw aird c n venom in ft Mechankal Subs/:{~~ farm 'j a he WO, equation i ire below. Taws N 104.1 Teat Continuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 5 6 C.ond space Tots/ Total/ Totav Total/ Totav To~dt (in sq. continuous continuous continuous continuous continuous oontinuous 1000.1 80/40 75140 90145 105/53 120160 135M 1501[ 2 0 70140 85143 100150 115158 130165 145173 2001-2 80140, 95/48 11t~55 125/63 140/70 155178 2501-30 0 90745 105153 IMP= 135168 I W76 165/83 3401 100150 115158 130/65 145M 160180 175188 3501 110/55 125/63 140170 15588 170/85 185193 1 120160 135/88 ` 150/75 6518 180190 195198 4601-SOPO 130165 145173 160foo 17 190V96. 205/103 5001 140/70 155/78 170185 985193 2001100 216MOS 5501 10175 165/;63 180190 195198 21(/105 225/143 -60)0 L Equation 114 (0.02 x fed of conditioned sole + 15 x number of bedrooms + 1)) =Total ventilation ram (cfm) Example: Total v The mechanical ventilation system shall provide sufficient outdoor air to squat tho total vend rate average, each one-hour period according to the above table or equation. For [tat r+ec o%*ry ventilators ( RV) en- ergy reco my ventilators (ERV) the average hourly ventilation capacity must be determined in c~onsidersrsion of reduc Lion of ex isust or out outdoor air intake, or both, for defrost or other equipment cycling. Contln us ventilation -A minimum of 50 percent of the total ventflation rate, but not less than 40 cfirt, shalt be ad, on a inuous rate ev4erage for each one4vur period. The portion of the mechanical ventilation system We, dad to be oontin may have automatic cycling controls providing the average flow rate for each hour is met. vent ak tNSTRLICTIMS.doc P I* I of 6 Section B Ventilation Method akher d or staust: Baiamed, HRV {treat Rewwory ventiiVW or ERV (fir Eftust o* eODVery VOnMW dm of unit low must notemw ' con- Cottmious tan raft in (*n tMtxxx more tttan 100%, Low dm: Wi► Ow. Continuculan mft In dm (capaatY mud tot "OW tmr>finuoee vergitattort rte ttare ttlan 100% Directions - Choose the method of ventilation, balanced or exhaust orgy. Balanced venue n systems are !y HRV or ERV's. Enter the ktw end high cki armounts. Low cfm air flow must be equal to or greater than the required waftt&a and lass than 100% greater than the continuous rate. (For instance, ff the low cfm is 40 dm, the t~aWn fan must not exceed 80 afin.) Automatic controls may allow the use of a larger fan that is operated a pomentage each hour. Section C Ventilation Fan Schedule Descrin Location Continuous Total Ventilation jrAO Directions - The ventilation fan schedule should describe what the fan is for, the location, c 0m, and whether it Is for continuous or total vendlatiom The fan that is chose for continuous ventilation must be equal to or greater than V& cfm air rating and less than 100% greater draft the continuous fete. (For instance, if the low dm is 40 cf1m the tea VW ventilation fan must not exceed 80 cm.) Automatic controls may allow the use of a larger fan that is operated a nt- age of each hour. Section D Ventilation Controls Describe, and cor" of the corawous. v ati Ditwdons - Dwtifw the operaWn of the ventda6m system, There stmuld be to deta# f r plan reviewers nd in- specters to vert'fy design errd instalia i cotWiance. Related trades also need adequate detail forpfacement of s and proper operation of the building ventilation if exhaust fans are used for buOding ventilation, describes the oqpmma Lion and location of any controls, kx Wators and Jagends. !f an ERV or HRV in to be installed, descnbe how if wkl be i ailed. ff it will be connected and interfaced with the air handling equowt ;please describe such connections as dmta' in the manufactures` installation instructions. ff the installation instrrxtfons require or recommend the equilament to be i locked with the air handling equipment for pwW operation, such interconnection shy be made and described Section E Make-up air-for ventilation Passive (detemlined from calculations from Table Sol A.1) Powered (determined from calculations from Table 501.4.1) Inleclocked v ft e*oAt device (doWmined from calculation from Table 501.4. ) Odw. desci be; Location of duct or system ventilation make-tap air: Dat+molled Thar make-up air oper" bible Cfrn Size and i e (Mond, w*vuiar, flex or ' (NR means not required) P P le 2of6 Dimctfons - in order to determine the makeup air for ventilation, Table SO.4.1 must be filled oaf (see below). Fc! most new instaflatbrts, cvtumn A wN be appropriate, however, if kftdwn hoods exceed 300 cl1m, atmo ncafly van apple antes or solid fuel appliances are installed, use the appro pdate column: Pbase note, ff the makeup ahr quantity nege- tare, no additional makeup air wfll be requires! for verWatian, ff the value iS posiflve reefer to Table 501.4 .2 and siz the opening. Transfer the cfnt, size of opening and type (round, rectangular, flee or raj to the last line of section f.) The ventflation make-up air suppty must communicate wfth the exhaust appliances. Table 501 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS oskadatkrns Additional mak air will be aired for carnbusfton ge" see KAIR method for One of multiple power the or multiple fan- One atmospherically Multiple atntcsphetri- vent or direct vent sesisted appliances vert gas or oil appti- catty vented gas or appliances or no carp- and power vent or any or one solid appliances or add Ilion appliances direct vent appliarices appliance fuel appliances Column t) Column A Coffin a Column c f. a) pressure factor 0.16 0.09 0.08 0.03 efrnis b) conditioned flora area Of) (inctud- unfinished basemerft Estimated House Infiltration (dm): lax 10] 2. Faust Capacity a) continuous exhaust-sly verda- tion system (cfm); (not applicable to I114 balanced ventilation sysMms such as HRV) b) do#= dryer (dm) 135 135 135 135 c) 80% of largest exhaust rates t ac . (*n); (not applicable If recirculating sys. tern or if powered makeup air is electrically interlocked and match to exhaust) d) 8496 of next largest exhaust reto t t ing (rimy. (not applicable If redmtdd% sys- tam or ff powered makoup air is ielactrically intedodced arxt matched to exhaust Total ExI gust Capacity (dm); 44 a+2b+2c+ 3. Makeup Air Quantity (dm) ~ ~ (from a)above) total M ~ b) estimated hotm i5ilitration (from Makeup Air Quattly, (citn); ~(.1 8 (3a - 3b) (if value Is negative, no keep air 15 is needed) 4. For m*eup Air Opening SizIng, refer to Table 501 A.2 A. Use the column If there area other than ted or aerns vented gas or oil appliance or If there are no combustion appane- as. (Power vent and direct vent appliances may be used.) B. Use We cokam If there Is one tan-assisted appliance per venting system. (Appliances ottxar there atmospherically vented appliance i may also be l<ckmded.) C. Use this coksm I #we is one atmospherically vented (otter thw fan-ess dj gas, or oil appliance per ver" system or orm W w pifance. D. Use this col" # there are mode atmoapharlcW vented gas or oil appliances veft a Comm vent or t there are atmoa ily vented gas or oa appliances and sold Aml appliances. P 3of6 Makeup Air Opening Table for New and ExWUng Dwelling Table 501 A2 One or Inpawer or " one atmoapttedcalty Multiple atn= vent, direct vent appli- assisted apphanoes, verftd gas or oR appal- ly vented gas or ON Duct di- antes, or no combus- and paws vent or an a or one solid AM appliances or sold fuel ameter lion appliances dtrect vent a appliances Column A Column 8 Cokm m C Column 0 Passive opening t - 36 1- 22 1-15 1-9 8 Passive opening 37-W 23 - 41 16-n 10-17 4 Passive opening 61-109 42 - 66 29 - 46 18 - 28 5 Passive openbv 110 -163 67--100 47--89 29-42 6 Passive 2etdng 164 - 232 101-143 70 - 99 43 - 61 7 Passive 2mnjeo 233 - 317 144-195 100-135 62 - 83 8 Passive opening 318 - 419 496 - 266 136-179 84 - t 10 on wimotortzed darmper Passive opening 420 - 5319 259 - 332 #80- 230 111-142 10 w1mototiaed dam Passive opening 540 - 679 333 --09 231- 290 143-179 11 vidmotorized darn Powered makeup X679 >419 >290 y179 NA air Notes: A. An "ulvaert length of 100 feet round smarm metal duct Is . Sw*act 40 feet for tare Wderlor hood and ton feet for 90- degree elbow to deterridno ttw rernaintg length of straight duct allawakft a. If Oedble duct used, kxnase the dud dlaIneter by or ke Inch. FWWW9 duct she! be stratched with minimal sags. compressed duct shaft not be accepted. C. Barometric dampers are prohibited In passive makeup air opa*W when any atmospherically vented appliance is . D. Powered makeup air shall be electrically interlocket! with the largest exhaust system. Sections F Make-up air for combustion Not required per mechan code (No atmaspt eric or power vended ) Passive (see W&CApperift E, Worksheet E-1) Sine and type 00w, describe. Explanation - if no atmospheric or power vented appliances am installed, check fhb approptiate box, not Muffed If a power vented or atmospherically vaunted apples installed, use IFGC Appendix I Worksheet E-1 (see below). ease enter size and We. Combustion air vent supplies must oommuntate with the appliance or appliances that reW the combUS60n air. Section F calculations follow on the next 2 pages. Pajo4ol'S RECEIVED OCT082013 IFC-C iHE: ~Eii)~ ~1t~Sktie:)?a tii tiff. F3t'iLI)t~f; ~ GIy1? P. , All rJt~ Z 7xr1NiC,f? , a~..ti:anc.e ~ntar,rFat: n {t,to.lar:assste~~ t'~ater ','eater if2tt ,~4.'d ~ rgrr "S'v'eted Cu@t b'B`^? ~yy .t. o_„ t^puf Dlt7r~'lf v ,,cts 33JSiC1} pcoie vei; ~4+ I r";a:Ito. ptap Caiculale -W7 ~c xne c, it,e t cr7th;sbon. ^ nc,udes a ~ S es f~^.r, .0 rya ~ s C .:s.., w.t`•,-ate S Y f } ~iBiF ^^FtSe n7i is h-3'l4 J ^F r,car fJC'8uit :H +a J~ Wave d 6'So ypcra't ~ ; N' h 'ti rk 4IR to 1 it tf'IP y a 4" 9PS C~:Cv~ r ~ 2 e u ( t i2I D1~ not r.r*W Lse ^se ea ~tarnatd riet r; - Aa :;tanoar sC(al ~yU t,/ _ t i7 Use S rte(' 4-tr'- tAw! it. F'lf ! r'1'' c!Jl If C1,S v ;,rn is greatet than t-e . ~'ulJ~ en:rgs are re-ecew. I( CA V iur;F fi zir Ste is ins than ' RV thee!: o STEP 5. 4b, Knaw, Rave iKA_ R< t ri' Total 3 . !r.- ' as; tam 2 s+s'e I'd • mer± aXA a,cfe~ DONCT ---tdtT ,IRc~. .ElvT fs~tlt'°o~ESI cc. ~r 7(U JSe r A ~t 3 .ES - ^ n i4';e ' Ft'ufir J173 Papz rn ~oial Geyud rC~4 4 J^le Rt + r^{'oNFL T4?V If GAS is greater Char eft' a., 11 y !unt, 'f -.,n 5, iS iess than TRY :???r CC ~ STEP . step 5: C3 u'a'~ :-t. 3 a:ai[ah'e Iewr o ;..c n va ~c ~,:ret r _ Ratlo c u .,--~r- Jte Zi divided by pii, ?frr-r ?gam _ a - 11x74 Fsa_-v f r.~- - j minus Rit'^- Sfepir.' a5 °r x t ri5 K d L~ ` , ms;,-.° Tc~l3l ~t~ hr 0, l! ;-,.same CAS, E- XCEP? Dc;Efr~ -:::E ` €s v' j ~nl _ ~Etiff {1b1.54t rrf .~.'c3. -,y r a❑ .x.11" r' ,r divided by 3'i a! . t^ r,rA0a. i aOW {Burg ~e iri JCt$~B C.a,-U.a'p rst.n~anj r A0A F Rini "n 4nOA i k` 4' multiplied by RF CAOA Qt~A { mult,,nlieo by the square root of M--,,,^j C?A ri ` 12 L -c Meridian Energy Products Jobe Component Constructions Date- Mar 19, 2013 Entire House By: EHERTECH Project Information Fur: Toiletson 2227 Wail St., Eagan, MN Design Conditions Location. Indoor: 70 a72 Minneapolis-St Paul Ird I Arp, MN, US indoor temperature (°F) Heat g Elevation: 837 ft Design TD (°F) 85 16 Latitude: 45N Relative humidity 40 50 Outdoor: Heating / Coolin~ Moisture difference (gr/lb) 43.1 37.9 Dry bulb (IF) -15►/ 88 Infiltration: Daily range (°i=) - is (M Method Sknipl"rfied Wet bulb (IF) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Mao U-value msul 0 rats WU Lose 09 H IM Gain fil B MhV-'F it-IFt*un RAN stun Buhl amb walls 12E-Osw: Frm wall. and wd, 3{S" wood shth. ®r-19 av ins, 1/2" gypsum n 36 0,068 19.0 5.7'8 208 1: 47 board Int fresh, 2'x6" wood frm a 67 0.068 19.0 5.78 384 1. 88 s 172 0.068 19.0 5.78 994 1. 226 w is 0,088 19.0 5.78 104 1 . 24 all 293 0,066 19.0 5.78 1691 1 385 12E-Osw: Frm wall. vrd ext, 5V wood s r 19 av ins, 1/2" gypsum n 324 0.068 19.0 5.78 1873 1. 426 board int Irish, 2"x6" wood frm a 335 0,068 19,0 5.78 4246 1. 967 s 369 0,068 19.0 5.78 2133 1. 486 IN 833 0.068 19.0 5.78 4817 1. 1097 all 2281 0.069 19.0 5.78 13071 1. 2976 Pour all, vnI ext, RIO w/2"x4" wood int frm, W ides Poured wall, vrd n 297 0.200 10.0 17,0 5049 3.8 1149 0)d (!1O /2"x4 woad int frm, 9" thk a 385 0.200 10.0 17.0 6545 3.8 1490 s 297 0.200 10.0 17.0 5049 33 1149 all 870 0.200 10.0 17.0 14782 3.8 3365 Poured Wall, 8° FI-10 o, Unfinished: Poured Wall. 8", R-10 lso, a 110 0.200 10.0 17.0 1870 4. 516 Unfinished Frm wall, vrd ext, 7/16" wood shth, 2"x6" wood frm. Frm well, vrd ext, w 495 0.2DO 19.0 17.0 8415 5. 2817 7/16" wood shth, 2"x6° wood frm Partitions 12E-Osw: Frm ®r-19 v ins, 1/2" gypsum board int fresh, 2"x8" 312 0.069 19.0 5.78 1803 0.71 232 wal wood frm Windows 2 glazing, cir low-e ouTrr, argon gas, insulated vinyl frm mat, cir In rr, a 33 0.280 0 23.8 774 34. 1115 1/4" gap, #/8" : 2 glazing, cir Iaw-e outr, argon gas, insulated vinyl s 35 0.2810 0 23.8 832 19 676 frm mat, cir lnnr, 1/4" gap, 1/8" tilt w 86 0.280 0 23.8 2038 34. 2937 SN 5 C. 2 all 153 0.280 0 23.9 36" 30. 4728 2 glazing, cir low-9 tuttr. air gas, vii frm mat, cir innr, 112" gap, 1/4" w 89 0.280 0 23,8 2106 34 3036 thk:2 glazing, cir lorwe otter, air gas, vrd frm mat, cir ire, #l2" gap, 1/4" thk Doors 11 KO: Doti, mtl fbrgi type, mtl stem a 21 0.360 6.3 30.6 643 10 215 2013- -29 09:1314 141- -FPI- Wr tSOW RWO-StA-6 U,*,sed 2012 12.0.18 RSU02ti89 Page 1 AM -umerdeNWVusott HVAGFBWter Air, 2227 Wag 9t: Tolefson.ngr Cak MJ8 Front Data faces. Door, glass, sliding: Doter, glass, sliding W 35 0.360 6.3 30.6 1071 102 358 Door, and fbrgi type: Door, and fbrgt type W 21 0.300 63 25.5 536 8.54 179 n 21 0.600 6.3 51.0 1071 17.1 358 all 42 0.600 6.3 38.3 1607 12.8 538 Ceilings 16B-44ad:Atfic ceiling, asphalt shires roof r-44 t lets, Sw 1372 0.022 44.0 1.87 2566 1.14 1568 gypsum board int fnsh 18A-38ad: Rflcig ceiling, asphalt es root mat, frm cons, 548" 91 0.029 38.0 2.46 224 0.69 63 gypsum board int Irish. 6" thkns r-44 ell ins Q n I 2 din C.~ V f Floors 21A-28t: gg floor, light dry soil, 6.6 depth 144 0.022 0 1.87 2695 0 0 Fit ft m fir, 6' fhkns, amb ovr, R-43: Fir flax, frm Hr, 6" thkris, aura 0.020 43.0 1.70 37 0,2 5 ov R-43 /V 2013 •29 0$:1314 WrightSOfe RIVSWt.* urdver W 2012 120.13 RStJOMS Pape 2 umerviskWrtgivtsott HVAC%eitter A14 2227 Waft St. TbWson.r t Cale = MJ8 FMM Door fad: Meridtan Energy Products Project Summary Date: Job: Mw 19,-2.013 Entire Howe By: ENERTECH Project Information For: Tollefson 2227 Wall St., Eagan, MN Notes: Design Information Weather: M€nrecVol€s-St Paul Ind Arp, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 O Inside db 70 IF Inside db 72 Design TD 85 °F Design TD 16 OF Rell Moisture differ ence 38 grA Heating Summary Sensible Cooling Equipment Load St ring Structure 63748 Stuh Structure 26175 Btu Ducts 0 Stuh Ducts 0 Btu Central vent (200 cfm) 9071 Btuh Central vent (250 cfm) 2121 Btu Humidification 0 Btuh Blower 0 Btut Piping Equipment load 72819 Btuh Use manufacturer's data n Ratelswing multiplier 0.93 Infiltration Equipment sensible load 2M7 St Method Simplified Latent Coaling Equipment Load Siz ng Construction quality Tight Fireplaces 0 Structure 4785 St Ducts 0 Bt Meson g Cooling Central vent (250 cfm) 6249 Btul Area (ft2 4254 4254 Equipment latent load 9123 Bt 38286 3#3286 Volume (W) Air changeslhvur 0.13 a30 Equ OTint total load 35410 Bt Equiv. A VF (cfm) 83 191 Req. tote capacity at 0.70 SHR Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Try ADP Model ML193UH090XP48C-' Core 13ACX-042-230-13 AHRI rot 4792309 Coil PL48H175P14(6,9)++TD AHRI ref 4595708 Efficiency 93AFUE Efficiency 10.5 EER, 13 SEER Heating input 88000 MBtuh Sensible cooling 27650 Btu i Heating output 83000 Btuh Latent coaling 11850 Btu I Temperature rise 68 IF Total tooling 39500 Btu i Actual air flow 1140 cfm Actual air flow 1140 cf Air flow factor 0.018 efm/Btuh Air floor factor 0.044 cf tuh Static pressure 0 In H20 Static pressure 0 in 20 Space thermostat Load sensible heat ratio 0.72 Bald/ll v varuee haw boar na arWy ovwnMden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 wirlight SOf t p 29 49;18.14 ight°suites Unitrereat 2012 12.4.18 RSU42869 page 1 ...umemslWdaWsoft HVAC\8etter Air, 2227 Wad 8t. ToAetsmf.n Caic. MJ8 Fran Dom faces: Right-JO EIWW thodUlA .yob: Worksheet Date. wr 19, X13 Entire douse B+ ENERTECN 1 Roan r Entire Hausa Fa=te Basernert 483.0 tt t~.o It 3 Rom find had coot 4 Roan tSlrteralions 9:0 It 9 0 R 1.0 x 1441.0 5 Room area 4254.0 ft; 1441.0 its Ty ConstwiOn U-vwm Or HTM Area (Itj Load Area (W) number (BtWffa-°F) (Btw" or pedmater 01) (8tuh) or parkwer tft) 18 } Heat Cod Gma NP(S Heat. Cool Gross t+UP1S Heat Coot 6 W 12E-Osw 0.068 n 5178 1.32 36 36 208 47 0 0 0 0 W 12E-Osw 0.068 n 5.78 1.32 324 324 1873 426 0 0 0 0 W Poured wall, va ext 0.200 n 17.00 3.8 297 297 5049 1149 297 297 5049 1149 W 12E-0sw 0.068 a 5.78 1.32 99 67 384 88 0 0 0 0 11 t_--,- 2 gta N, ctr low-e 0,280 s 2330 34.30 33 0 773 1115 0 0 0 0 Wf 12E-Osw 0.068 a 5.78 1.32 756 735 4248 967 0 0 0 _ 0 t n n 11KO 0.360 a 90:60 10.24 21 21 643 215 0 0 0 W Poured Wall, 8", R-1 0.200 a 17,00 4.69 110 110 1870 516 110 110 1870 516 W Paced wa8, wil ext 0.200 a 17.00 3.87 385 385 6546 1490 385 385 6545 1490 Vjt 12E-Osw 0.068 s 5.78 1.32 207 172 994 226 0 0 0 0 Y----G 2 dazing. Or low-e 0.280 s 23.80 19.33 35 0 832 676 0 0 0 0 W 12E-Osw 0.068 8 5.78 1.32 369 369 2133 486 0 0 0 0 W Poured wall, vnl ext 0.200 s 17.00 3.87 297 297 5049 1149 297 297 5049 1149 W 12E-Osw 0,068 w 5.78 1.32 18 18 104 24 0 0 0 0 f 12E-4sw 0.068 w 5.78 1.32 954 833 4817 1097 0 0 0 0 1--( 2 glazing, cir low-e 0.280 w 23.80 34.30 86 0 2038 2937 0 0 0 0 l--p Door, glass, slicing 0.360 w 30.60 10.24 35 35 1071 358 0 0 0 0 W Frm wall. vd e(t. 7 a200 w 17.00 5.69 495 4,95 841 2817 495 8415 2817 Poured wall, vnl exi 0.200 w 17.00 3.87 0 -110 -1862 -424 0 -110 -1862 -424 2 glazing, cv low-e 0.280 w 23.80 34.30 89 0 2106 3036 89 0 2106 3036 Door, mlllbrgltype 0.300 w 25.50 8.54 21 21 536 179 21 21 536 179 p 12E-Osw 0.068 5.78 0:74 33'3 31 1803 232 0 0 0 0 --D WO 0.600 n' 51.00 17.07 21 21 1071 356 0 0 0 G 168,14ad 0.022 1.87 1.14 1372 1372 2566 1566 0 0 0 0 C 18A-38ad 0.029 246 0.69 91 91 224 63 0 0 0 F 21A-28t 0.022 1.87 0.00 1441 1441 2695 0 1441 1441 2595 0' F Fir floor, frm fir, 0.020 1.70 a24 22 22 37 5 0 0 0 6 c) AED accursicxr 21251 1 1120 EmeWpe 56224 229271 3040C, 11032 12 a) 1rddlration 7524 3248 27 1164 b) Roan verdifattort 0 0 13 internal 9aars: Occupants (p 32D 0 0 0 0 A other 0 0 subtotal R M 6 to 13) 63748 26175 331 12216 LM external bad 4 0 Lou transfer 0 RedstrEtxdfon 0 14 Subtotal 63748 26175 331 17216 15 Duct toads 0% t)°k .0% 0% 0 L lotatroom bad 63748, 26175 331 12216 Air retired (dm) 1140 1140 532 Qa1CU(BttlM Moved J4rit'iA to 111 13}(f fEtt iMtts Of MaMtW Otri Ed 2013-A or-29 Wrlghtsotr f :ap R~h2-Su4a®Uriversa12012 12.Q.13 RSU02869 fie 1 ...umerdMWdf;Msoft NVAC1Better Air, 2227 Wall St. T .alp C* - MJ8 Front Door faces: Right-JO Worksheet ~ : r 1% 2013 Entire House By: ENERTECH 1 Roan name Entry tai L"er Lev 3 Exposed 90.0 !t 153.04 Room MGN 910 n treearcooi 4.0 ft hed cod 4 Room dimension 1.0 x 1350:0 ft 1.0 x 1350.0 5 Room area 1350.0 fta 1350.0 ffa Ty Constriction U-vakie Or HTM Area (ft~y LOW Ar (ftj number tSl Wftz-`F) (Stuixft or perimeter (ft) (Btuh) or pertmeter (ft) C8114) Hsa~ cool Gross WPIS Heat Cod Gross WPIS }lest cod 6 W 12E-Osw 0.068 n 6.78 1.32 0 0 0 0 0 0 W 12E-Osw 0.068 n 5.78 1.32 45 45 260 50 261 261 1509 343 W Poured wall. v-N ext 0.200 n 17.00 a87 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 a 5.78 1.32 0 0 0 0 0 0 0 0 I 'l t---G 2 glazing, Or low-e 0.280 a 23.80 34.30 0 0 0 0 0 0 0 0 12E-Osw 0.068 0 5.78 1.32 279 258 1491 339 378 378 2185 497 t -D 11K0 0.360 a 30.60 10.24 21 21 643 215 0 0 0 W Poured Wan, 8", R-1 0.200 a 17.00 4.69 0 0 0 0 0 0 0 0 W Poured waft, vnl ext 0.200 a 17.00 187 0 0 0 0 0 0 0 0 1Q1 12E-Osw 0.068 s 5.78 1.32 0 0 0 0 0 0 0 0 t-[^ 2 dazing, ctr low-e 0.280 s 23.80 19.33 0 0 0 0 0 0 0 0 W 12E-Osw 0,068 s 6.78 1.32 90 90 520 118 261 261 1509 343 W Poured wail, vN ext 0.200 s 17.00 3.87 0 0 0 0 0 0 0 0 W 12E-Osw U68 w 5.78 1.32 0 0 0 0 0 0 0 12E-Osw 0.068 w 5.78 1.32 477 356 2060 469 477 477 2757 62a 2 glazing, cir law -e 0.280 w 23.80 34.30 86 0 2038 2937 0 0 0 0 Door, doss, sliding 0.360 w 30.60 10.24 35 35 1071 358 0 0 0 0 W Frm walk vni ext, 7 0.200 w 17-00 S.69 0 0 0 0 0 0 0 0 Y~f Poured wall, vrtf ext 0.200 w 17.00 3.87 0 0 0 0 0 0 0 0 1- G 2 glazi% cir lowe 0.280 w 23.80 34.30 0 0 0 0 0 0 0 t-O Door, mil fbrgl type 0.300 w 25.50 8.54 0 0 0 0 0 0 0 R 12E-0sw 0.068 - 5.78 0.74 333 312 1803 232 0 0 0 0 ~D 11J0 0.600 n 51.00 17.07 21 21 1071 355 0 0 c 168-44ad 0.022 1.87 1.14 0 0 0 0 1350 1350 2525 1543 c 18A-38M 0.029 2.46 0169 0 0 0 0 0 F 21A-281 0.022 1467 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm f1r. 0.020 110 1124 0 0 0 0 0 0 0 6 c) AED excursion 1261 -158 Err %We is WOWn 10957 6940 1001 3189 12 a) In(Mration 1542 666 1028 b) Roan vvt#MW 0 0- 13 Internal gains: 00CUPWIS @ 320 0 0 AppliarrceS/otlt9r 0 Subtotal 6 to 13) 1 7014 1 4228 Lees extemel toad 0 0 0 Less transfer 0 00 Redistribution 14 Subtotal 12500 741 1 4228 15, Duct beds -0% 0% 0 -0% 0% 4 0 Total room Toad 1 701 12W, 1 4228 Air required (dm) 224 Cr3lCtJicltllXiS OV@d &CC1i► to 1718131 all ( &111811 pf AllaralM{. -ow wwrig, hit` 2013- -2909:13:t4 RVd sO Universal 2012 12.0.13 RSUD2669 Pape2 'Aft umeris%Wrightsoft HVAC\Sotter Air, 2227 Wan St. To08fson.rup Cale + MJ8 From Door faces: wo~ eW.wr Ri ht- Worksheet Job: Entire House We: Mar 19, 2013 ENERTECH # Roan rsarne cantl Ef" Rod Ov 2 Exposed wal 15.0 h 40.0 h 3 Roan heigtrt 9A R heWcoot 9.0 it to x 91.0 hest 0001 It 4 Room dmuwdim 11.0 x 20 it 5 Room area 220 tta 91.0 ttz TY Construction U-value Or HTM Area Oil toad Area LOX number (stttfirtt9--F) (810ty" or Perimeter (tt} (Stuh) Perknetor {#f) tB ) Had Cool Gross WP1S Heat cool Gross WPIS Heel Cod 6 W 12E.Ogw 0.066 n 5.78 1,32 0 0 36 36 208 47 W 12E-Osw 0.068 n 5.78 1.32 18 18 104 24 0 0 0 0 YW~ Poured wag, vnI ext 0.200 n 17.00 3.87 0 0 0 0 0 0 0 0 11 ~---G 2 glazing, cir low-e 0.280 a 2180 34.30 0 0 0 0 33 60 773 118185 1At VE-0cw 0.068 8 5,78 - 1.32 99 99 572 130 0 0 0 t o o 11KO 0,360 a 30.60 10.24 0 0 0 0 0 0 0 W Poured Well, 8", R-1 0.200 a 17.00 4.69 0 0 0 0 0 0 0 W Poured wag. vrd ext 0.200 a 17.00 187 0 0 0 0 0 0 12E-Osw 0.068 s 5.78 1.32 0 0 0 0 207 172 994 226 2 atuft. ck bw-e 0.280 s 2330 19.33 0 0 0 0 35 0 832 876 W 12E-0sw 0.068 s 5.78 1.32 18 1 104 24 0 0 0 0 W Poured wall, vN ext 0.200 s 17.00 3.87 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 5.78 1.32 0 0 0 18 18 104 24 ~l 12E-Osw 0.068 w 5.78 1.32 0 0 0 0 0 0 0 0 G 2 gazng, Or low-0 0.280 w 23.80 34.30 0 0 0 0 0 0 0 0 tt----DD Door, tyess, slicirn 0.360 w 30.60 10.24 0 0 0 0 0 0 0 0 W Frm wal, vnl ed. 7 0.200 w 17.00 US 0 0 0 0 0 t~( Paired well, vri ext 0.200 w 17.00 3.87 0 0 0 0 0 0 0 0' E- 2 gWzing, ck low-e 0.280 w 23.80 34.30 0 0 0 0 Q 0 0 j j Door, mtl tbrgl type 0.300 w 25.50 8.54 0 0 0 0 0 0 0 R 12E-0sw 0.068 - 5.78 0.74 0 0 0 0 0 t--D 1tJo 0.600 n 51.00 17.07 0 0 0 0 0 0 0 c 168-44ad 0.022 1.87 1.14 22 22 41 25 0 0 0 0 c 18A138ad 0.029 2.46 0.69 0 0 0 91 91 224 63 F 21A-281 0.022 1.87 0.00 0 0 0 0 0 0 0 0 F Fir floor, trm #k 0.020 1.70 (124 22 22 37 5 0 0 0 6 c) AED excursion -11 -89 859 197 2150 Envelops 1assTglikn 12 0) In(MMion 294 101 ez. 269 b) Room vertlgation 13 Internet gskre: OsxQrparlte @ 320 0 0 0 0 A other 0 SubtoW (Ones 6 to 13) 1093 298 41 2419 LOSS external bad 0 Less transter 0 0 Redlstrlbutlon 0 -01 0 14 Subtotal 1093 298 41 2419 15 Duct bads -0% 0% 0 C% 0% 0 1003 298 41 2419 Total room load 1 7' Air required (dm) 20 Calculations Dyed ACCA to meet all-r remos of Manual J ,8th Ed. rh 'fid wrtytrtt:wcstt'C 2013 -29 09.13:14 Raghi-SrdteD Universe] 2012 12.0.13 RSU02669 Pape 3 ...umsnIsMdUMsoft HVAMettsr Air, 2927 filial St. TolletswLtup Ga4c - MJO Front Doorlaces: Meridian en"Uy Prodwch Load Short Form Job: Daft- Mar 19, 2013 Entree House By: ENERTECH Project Information For: Tollef son 2227 Wall St., Eagan, MN Design Information Htg_ C119 inflitr~on Outside db (°F) -15 ✓ 88 Method Simplified inside db (°F) 70 72 Construction quality Tio Design TD (°F) 85 16 Fireplaces 0 Daily range - M Inside humidity {°r4) 40 50 Moisture difference (gr/lb) 43 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lerww Trade MERIT 90 Trade ADP Model ML193UH090XP48C-* Cond 13ACX-042 230-13 AHRI ref 4792309 Coil PL48H175P14(6,9)++TD AHRI ref 4595708 Efficiency 93 AFUE Efficiency 10.5 EER, 19 SEER Heating irgxd 88000 MBtuh Sensible cooling 27650 Btuh Heating output 83000 Btuh Latent cooling 11850 Btuh Temperature now 68 OF Total cooling 39500 Btuh Actual air flaw 1140 cfm Actual air flow 1140 cfm Air flow factor 0.018 cfmtBtuh Air fIoN factor 0.044 cf uh Static pressure 0 in H2O Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.72 ROOM NAME Area Htg toad Cig load HtgAVF C" F (fk2) (Btuh) (Btuh) (cfm) (cfnn) Future Basement 1441 33145 12216 593 582 Entry Level 1350 125M 7014 224 306 Upper Lev 1350 12867 4228 230 184 Cant1 22 1083 298 20 13 Entry Roof Ov 91 4144 2419 74 105 Entire House 4254 63748 26175 1140 1140 Other equip toads 9071 2121 Equip. @ 0.93 RSM 26287 Latent cooling 9123 TOTALS 4254 72819 35411) 1140 1140 Bordlitalh Wo" have bw r wmaliy orwrdden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCi Iltsott" 2013 -2909:13:14 g flight-SukeS u sal 2012 12.0.13 ftSU02M Pap 1 AM wnords\Wrighteoft HVAMBetter Ak, 22V WaN St. Tblef•on.rW Cale - WS Front Dow faces: Mft-tdUnEneMPro&W-U Building Analysis Date: Mar 19, 2013 Entire House ENERTECH Project Information For: Tollefson 2227 Wall St., Eagan, MN Design Conditions Location: Indoor Heatinlg ng Minneapolis-St Paul Int'l Arp, MN, US Indoor temperature (IF) Elevation; 837 ft Design TD ( 85 16 Latitude: 459V Relative humity (%a) 40 50 Outdoor: Heating Cooling Moisture difference (Alta} 43.1 37.9 Dr' bulb ( -15 88 Infiltration: Deily r } - 18 (M) Method Simplified Wet bulb 72 Construction quality Tight Wind speed rtt) 15.0 7.5 Fireplaces 0 Component 8tuhfft2 Btuh % of load waits 9.6 41631 57.2 Glazing 23.8 5750 7.9 Doors 33.9 3320 4.6 Ceilings 1.9 2790 3.8 Floors 1.9 2732 3.8 Infiltration 1.7 7524 10.3 Ducts 0 0 Piping 0 0 Humidification 0 0, Ventilation 9071 12.5 Adjustments 0 Total 72819 100.0 C Btwvftg 13th % of load Walls 2.4 10290 36.4 Glazing 40.9 9889 34.9 Doors 11.3 1111 3.9 Ceilings 1.1 1631 5.8 Floors 0.0 5 0.0 Infiltration 0.7 3248 11.5 Ducts 0 0 Ventilation 2121 7.5 Internal 0 0 Ad##'u~stments 0 Total 28296 100.0. Latent Cooling Load - 11034 Btuh Overall U-value = 0.087 Btutvft2- °F ERROR: negative wall area In Future Basernent check windows. SofaWftft veraaa how bean nwuso ovwddden Wr hti$O 2013- .29 08:13;14 Right-stNsO Univeraar 2472 12.0.13 RSLJO2969 Pala f ..."1"stWightsatt NVAC\Settar Ak. 2227 Wan S. TolWom.rup caic - WS Fret Door ram: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: & J1 Via DATE OF S RVEY: 3 LATEST REVISION: rn c ca , t U O z ¢ DOCUMENT STANDARDS ❑ ❑ Registered Land Surveyor signature and company ❑ ❑ Building Permit Applicant S' ` y) ❑ Legal description ~ Ott) ❑ Id Address W-7 /Iz~ ❑ ❑ North arrow and scale ❑ ❑ House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ ,0' Directional drainage arrows with slope/gradient % slOa ,w f ~ (per 'Fe'' 0 0 Proposed/existing sewer and water services & invert elevation fr r~ ❑ ❑ Street name - &le)e 9S%, fy77 11 Z 0 ❑ Driveway (grade & width - in R/W and back of curb, 22' rWax.) ❑ ❑ Lot Square Footage ❑ ❑ • Lot Coverage• ELEVATIONS Existing ❑ li • Property corners . ❑ ~d Top of curb at the driveway and property line extensions ❑ 0 • Elevations of any existing adjacent homes X ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 ❑ . Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ 0 • Basement floor ~p° ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ X • Property corners 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ~0 ❑ • Easement line 0 / • NWL 0 • HWL ❑ / • Pond # designation ❑ 0 • Emergency Overflow Elevation 0 ❑ • Pond/Wetland buffer delineation Y Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) tee` 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) -;r ❑ 0 • Show all easements of record and any City utilities within those easements erg` ❑ ❑ • Setbacks of proposed structure a s' r se back of adjacent existing structures ❑ 0 • Retaining wall requirements: Reviewed By: Date 15~1'2/ _ G/FORMS/Building Permit Application Rev. 11-26-04 v`~► 2237 WALL STREET OCT O 8 2013 CERTIFICATE OF SURVE 1 Vennehjem Building Corp For. . v PROPERTY DESCRIPTION: Lot 3, Block 3, WHISPERING WOODS NINTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 3rd day of October , 2013. James R Kill, Inc., VVED By _ By Date 1Z ~~ql Harold C. Peterson, Minnesota L.S. No. 12294 . Notes: 1. Building dimensions shown are for horizontal & vertical placement of structure A Denotes set spike only. See architectural plans for building o Denotes set iron monument • Denotes found iron monument & foundation dimensions. x927.6 Denotes existing elevation 2. No specific soils investigation has been (930.0) Denotes proposed elevation completed on this lot b James R. Hill, Inc. Denotes proposed drainage Y tc Denotes top of curb The suitability of soils to support the specific 928 Denotes existing contours house proposed is not the responsibility of (928) Denotes proposed contours James R. Hill, Inc. or the surveyor. 3. No specific title search for existence or non- Bench Mark: 958.06 -TN6i-Opp. Lot 4 & 5, Block 3 existence of recorded or un-recorded easements Proposed Garage Floor @ Front= 958.8 has been conducted by the surveyor as a part Proposed Garage Top of Block= 959-2 of this survey. Only easements per the recorded Proposed House Top of Block== 959.2 plat are shown. Proposed Lowest Floor= 949.5 4. Proposed grades shown were taken from the grading &/or development plan prepared by Bearings are on assumed datum N/A Scale r=3o, James R. Hill, Inc. m 0 o °o o < ~ o -U D PLANNERS / ENGINEERS / SURVEYORS L4 2500 X Cnr. (lx 42, 9m 120, Mmmm W 55337 ~ a Z W tv,= __1 m ~ 00 v o CO m N - PHONE: (952)890-6044 FAX (952 40-6244 0 190 941H LW NE, Sty M BUMF. MN 55449 PHONE- (763)792-1136 FAX (763)792-17,0 • RECEIVED J 2237 WALL STREET 8 2013 CERTIFICATE OF SURVEY For. Vennehjem Building Corp. BURNSVILLE POND E24 NWL=936.6 /~11 ~ 935.5 905 0 904' 935.5 I" 9 EJ5-ON 908 !LGeNG PECTIQ 902 906 907 33o~j5~Q3 0° 9 9420) ROPOSED HOUSE _ 913 N 94•pp, (51 2,632 SQ.FT. OR it"j 914 5 \ 19.0% OF LOT AREA DRIVEWAY = 820 SQ. FT. ('94099 8P 891 LOT 3 = 13,855 SQ. FT. jZ'DVZNjj4pGE EASEMENT ER Pk-AT 888 892 ( r ~ 3 s+ SAN. SERVICE INVERT SSL ELEV.= 948.01 \'0 SSL f--NT 7 CP L_lJ I ~ -P- il j COOO 0 1932 Z X59 sAA , ;(y) Z , 0 0% '\B- ~ A -Q PROPO (~jt cp 9k 43 ° T Ui HOUSES I /\T o W01~ ~'a, otfl ~ ~ 10. ~9~g. POSE RPGE ; ~ , , X20 PR , GP J O r Y N 29 O ~ / / 'P 12• r"!L ` N / 1 ° Oi° c`~r + BENCH MARK 940 p 5 20 5 a' TOP OF SPIKE X25 c 1,95$' , 95 r' ELEV.=956.11 941 BENCH MARK D r~ TOP OF SPIKE ~5, PORR~W ° ELEV.=958.56 942 ~-9 1 ~ 43 95~ .4tc Wo ~ - 6 »`A! g57.0tc ~ 956.8 _ - 533 5 0~ Y`' i ° _ I - _ z5 Scale: 1"=30' Page 2 of 3 James R. Hill, Inc. 2237 WALL STREET CERTIFICATE OF SURVEY OCT O 82013 For Vennehjem Building Corp. Lot 3, Block 3, WHISPERING WOODS NINTH ADDITION Tree Preservation plan Pre House Proposed Post House Development Construction Tree Preservation Constructio Const. As-Built Post House Const. As-Built :2 w CD w c~ o > z o > z POINT NO. ELEV. TYPE DIA < : Ui W o Q i3 bi X o 88 942. CO 10 X 8 94 .4 9 X 94 957.9 OAK 9 X SI 891 941.9 OTTON X 9 941. BOXELD 7 X 90 937. M OW X 903 937. BOXE ER 9 X 904 938.2 POPLAR 11 X 2Q5 9375 POPLAR I 90 940.0 OAK 16 X 90 39.9 OA 20 X 90 940.1 OAK 27 X 913 940.4 CH RY X 914 940.1 0 13 X 932 944OAK 11 X 940 953:9 CH 'R_)X 941 957.6 CHER Y 7 X 942 958.9 LM X Preliminary Tree Certification During a site visit on October 3, 2013 all significant trees shown and designated hereon were present and in good health, except as noted in the table above`: x 0 The house will be staked. Tree fence will need to be placed outside the dripline of all significant tr s ,at be saved. Fu a grading and construction should not have a negative effect on these trees. 0 By Date: 10 • n 3 • &D a By. Date: a Harold C. Peterson, Minnesota L.S. No. 12294 Signature of Owner Seale: 1 "=30' Page 3 of 3 James R. HIM, Inc. � � # � � a � ITCC� ALLIED EN�I��EEF�[NG CU. AN ALL.IANCE C1F {NSTANT TES7'1NG CO�APANY AND QL.LIED TEST DR1LlING Jobsit+e anct Laboratory Te�, Geotaechrtu�l Se� GommeraaJ, Re.sidert�iat and Municipat 7�25 Wes�426th�et,Sc�e� -Savage,MN 553'78 T�: (8�i2)890-736�6 F� {952)890-5$83 September 3, 2013 Nfr. Paui i-�ta H�a Cons�tion 20t1411VRS�t Burnsvi�e PatfR�ay Bums�te, MN�i337 _ ._ _. _. __ _ __ ____ _.._ _.. ._--_ _ ._ - r _____ . _�_._._ __ .._ __.r,___ . _ — ------- RE:1��2`7��=��`�ii�ort . - . _.. . _ Whisper�ng Woods As requested, a site visit was mac�tm September 3, 2013 a# 9:55 P.RA,to evaluate soils for the con;sbv�ion a�iw�a wa�c-o�s�gie#�rtig►residerx�es. At�tirrr�o�the�or�t the�s had be�t s�ped a�nd exc.aval�d to an�nd 8'be�+nt p�ed�e r�the ba�c t�tf��s.The on site sa'�s co�sisted c�fi bno�wn sa�k�r�s. To assess the reiative soil str�er�th, a 5J8�'in�ch d�ameter smcx►#h probe was used to penetra#e sats at randam,where the praposed tiouse pads are to be bui�. W�h ft�ll bady w�eigh#applied, the probe . �netrraitted 2-4A, indica�ting firm safs preser�t. . T'�ie E�C vr�g�to ttie a�on s�e�beg� � t�aer��td t�►tiiy��r€�er� i�ing wF�n ft�f�st�t c��wa�s�. In aur vpini�,the obsented and t�ted sub-grac�soils are acceptabie f�the txoposed c�ans#►vctia�. Our observa�ons�st�ue�sc�eva�t on th��e is��sc�e�st�co� � ���eu ' �e-a,a�t�t��a��r sl�r�t�. . The�o�e,�a�u�te ta�s�f�-g��,v��y be e��e�ed�y b�i�tgs conducbed as part of a standarct sut�urface geotechnical invessti�agarion. Sincerely, lT�C3�cf�c�irr��i�ty �teviewed B�r: �-������ ���� � Jc�Car�.scxtf E.t.T. �tt�be��'.�f�, E�.�. ` - ��ota�eg.�'t4�634 Allir�r�sa�a fteg.�'t78�3 CC: 701 - 9 / #605—1 /#610—'1� / #612—16 � * . ITCO ALZIED ENGIl�EEI��[l�T� CO. AN At.l_lANCE OF�ST'ANT TES 17NG GOIIP'At+tY M�ALL�E1 TEST flRiLL�IG .to�e�xi Labo�y 7esd'or�,f�cl�nird Servi� C�rnmercia�',f�der�i�d�u� ?125 tNest 126�tt S'�tre�t, Su�e�'i0t1 - Sa�ra�e, [�i 55378 Telephone= 1952)89Q-73S6 Fax: (952)890-5883 DENSITY TEST REPORT Mr.Paui[�Na Hilla Construction � 2�4 West Bumsw"Ile Parkway Bumsvi{!e,MN 55337 Proiec� Whisoer'sr�Woods 9�'Addi#ion Btock 3 L�s 2�3 [�e Sampied: 9-13-2013�9�15 AM Repoct�d: 9-13-�013 __.__�.��.�y.- �ustomer�.�__ _._._��___�_er�m�ied ��`r. T`��n"�V��arrier_.___� —,_ _.--- ------- _ .n_______ inpiacs�nsity Results Test Ntunber: 1 2 3 4- Loca�tia�: Lot 3 Bbdc 3 !ot 3 Biock 3 �ot 3 Block 3 Ce�rter of C�ertter of Center af Lt�t 2 Biot�c 3 P� Pad Pad Bas+ement �: 941 943 9�45 946 . 1f�S�t Ctass: Loam G Loam Cla Laam Loam � Prod�x Cu�e Num� '12-01 12-01 92-07 12-0i Percer►t M�isture: ffl.0 9.1 9_Q 7.$ ��= 9.1 9.1 9.'� 9.1 Relative Nbishu�e,Fea� 1 fi 0 9� 99 80 ���s�Y,�: 132.1 131.8 734_2 132.4 Standard Maximum-�3►De+�sit�+.PCF: 13�.4 13fl,4 130.4 13Q_4 Rela�ive Density.Percer� 101 101 � tQ3 1Q2 Required N6nimum: 98 �B g8 $8 Rer�atks: Co�Ta: Charge Code.s: Mobilizatian #701 0 . ,�a�te rme #so� � � Gharge Per Test �Ki06 4 N�ge #612 �6 ;����y�����c� S� Gordon J.Kopacek,Professional Engineer—Registxation No. '7254 1�i./ ��� ��.�1�1 � � �V • AN ALLIAN�� £}F tNSTANT TESTIidG �Q�RPANY ANt3 ALLIE[? TEST l��lL�.1NG Jobsi�e and LaborafQry ?�esfing, GeQfec�nicai Senrices, Cor�nrrtercial, Residenfial and 1Vlunicipal 7126 West 126th Street, Suite#500 - Savage, MN 55378 �x: {952)89a-5883 Telephone: (952}890-7366 October 30, 2013 ° . ,, MAR 1 � �f;�h� Hilla Construction Terry: Celf: 952-807-3845 2004 Bumsvi{ie Parkway thiila@frontiemet.net Bumsville, Minnesota 55337 Fr�,�%t'x� ��� 3�G RE: 2237 Wall Street (Whispering Woods 9�'Addition) Eagan, Dakota County, Minnesota DYNAMlC CC}NE PENETROMETER TEST REPORT As requested, a site visit was made Qctober 30, 2013 at 9.35 A.M., to test soil consolidation within a house pad prepared for the construction o#a watkout single-famiiy residence. Soils cansisted of a sandy clay taam,moist, but below optimum maisture. To assess the relative strength of the saiis, a 5/8th inch diameter smaoth probe was used to penetrate the excava#ion base, and proposed footing lines. With fuil body weight app(ied,the probes indicated only minimal penetratian,consistent with soils af acceptable consolidation. The sails were evaivated for bearing capacity at proposed grade, with a dynamic cone penetrometer per ASTM STP-399. The dynamic cone penetrometer (DCP}, employs a eight kilogram {17.6 pound) hammer to drive a 20 millimeter diameter conical point into#he soil, with the penetration recorded in millimetecs per blow. From the DCP readings,a perlbtow, penetratian average was recarded and a N-value derived. This N-value is an empirical relationship we have established to equate the dynamic cone data to the more familiar btows per foot(BPF)standard penetration soil baring test. Test #1 —Garage Front Faoting Line DCP Dea#h Per Blow Ava. 1 N-Vatue Estimated Laad 361 MM (14.2°} 18.7 MM/ N-18.5 Exceeds 4044 PSF Test #2—Basement Leve[(Near Pad Genterline) QCP Qec�th Per Blow Avc�. / N-Value Estimated Laad 469 MM {18.5°) 20A MM ! N- 17.5 Exceeds 4000 PSF Test #3— Rear Walkout Footing Lit�e 1t�test Corner) DCP De�th Per Bfaw Av�. i N-Value Estimated �.oad 378 MM {14.9°) 16.Q I�M 1 N —21 Exceeds 4Q00 F'SF In our opinian,the observed and tested soils are acceptable, exceeding an assumed minirrtum bearing capacity af 2000 PSF. Our observations and subsequent soit evaluatian for the project, is limited in s�pe to soii conditians observed within the comple#ed foundation excavation, and ta the depths achieved by shallow probes and dynamic cone penefrometer tests.Therefore, we are unable to assess sub-grade soils, which may be encauntered by barings conducted as part of a standard subsurface geotechnical Sincerely, Itco Allied Engineering Company Rsviewed By: �j �fi C� � .:C� I Gary Standish Robert P. Sulientrop, P.E. Senior lnspector Minnesota Reg. # 17823 701 - 1 / #6Q5— 'f 1#3Q4—3 {DCP}1#61 Q—'l4 f#612- 17 . , City of E��a� Address: 2237 Wall St Zip: 55122 Permit#: 117316 The following items were/were not completed at the Final Inspection on: ��� ��.w°��*�,����, �� ` �+�. �} y� } �sa�u''� "���q; c�..K¢Y�y�, i, ,, i� u�4i - Li�������.,� � '��h���\�:'Q����4�r '� "�Q'.�n� e���3.�': �i�l�(1�G1'l�.�n�.�.n 1 A�'�` .t,as�? �°f� , �7� fi "�.,n: _ : es'��Iii�nd��,����ri Final grade - 6" from siding � Permanent steps— Garage � Permanent steps — Main Entry ✓ Permanent Driveway � Permanent Gas � Retaining Wall or 3:1 Max Slope � Sod / Seeded Lawn � Trai! / Cur� Dar;��ge Porch � Lower Level Finish ✓ I�i Deck 1,� 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. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists ..