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1515 Lone Oak RdCITY OF EAGAN Street 1515 Lone Oak Rosd Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK Ut) 11968 100.00 3•33 30 63.37 A005207 11-23-77 SEWER LATERAL 1970 2t ],5-00 120•75 20 1328.2$ A005207 I1-23-77 WATERMAIN WATER LATERAL 8't@b9 O 20 WATER AREA 1 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN, 2 -14 BUILDING PER. sac 200,00 1. 1 5-1 9 PARK RESlDENTIAL BUILDING PERMIT APPLICATION ? / (?? o? / /?7 ?ITY OF EAGAN ? ? /r/p • ?? 3830 PILOT KNOB RD - 55122 /?,.?L 651-681-4675 (.X /M q'7"0) NewConsiruetionReauirements emode airRe ui en . 3 regstered site surveys showing sq. ft cl bt, sq. ft M lausec an?tl rooled areas 2 copies of plan (20% maximum bt covemge alDwed) . 1 set of Energy Cakulabans for twated additlons • 2 copies of plan showir g beam 8 winduw shps; poured tqmd design, etc.) . 1 sb wney lar eberior aOdNOns & dedo . 1 set of Eneigy Cakula5ons • Indkale d home seived by sep6c system lor aCditions • 3 mpies of Tree Preservation Plan if bt piatted after 771193 • RimJoistDetallOpUOnsreledionsheet(bldgswNh3orlessuniLs) DATE ?31510 I VALUEiION sd3Qd Imr)_ JOB SITE ADDRE55 ! J/ 5 /::( 0[XtK 6C4 IF MULTI-FAMILY BUILDING, HOW MANY UNITS? A) PA(1QFRTV TYPE OF WORK GC. FtREPLACE(S) _ 0 x1 _ 2 APPLICANT ?Df? U f" SAM6 Z?f,YJt.`ltfV_ 7 4- PHONE# tv CoSI-qSV-I?0 -7" ADDRESS ZIP CODE ?a PAGER # CELL PHONE # IDI?- ?? 7.30 ?3 -LFAX # 7(O3-5S7--*1S ? NEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Sut - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Confracior. /??ZA"" Phone 1F: ?L--?? Plumbing System Includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater _ No. of R.I. Baths tvo. Gi Batti5 Mechanical Contraetor: Phone # Mechazucal System Includes: ? Air Conditioning ? Heat Recovery System iewer/Wafer Contrqctor. A)Z& Phone # Fee: $70.00 All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is correct, and ogree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signalure of Applicant t Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ , _ . ; Updated 1ro1 OFFICE USE ONLY ? Ot Foundatlon ? 02 SF Dwelling ? 03 01 of _ plex 0 04 02-plex 0 OS 03-plex ? 06 04-plex ? 07 05-plex ? 73 16-plex O 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Gar3ge ? 10 08-plex ? 18 Deck ? 11 10-plex ? 19 Lowar Level ? 12 12-plex Plbg Y or _ N Final/C.O. FineUNo C.O. _ Plwnbing _ HVAC ? 31 New 13 35 Int Improvement 0 38 Demolish (Interior) ? 44 Siding ? 32 Addition O 36 , Move Bldg. 0 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration O 37 Demolish (Bldg)• ? 43 Reroof O 46 Windows/Doors ? 34 Replacemeni •Demolition (Entire Bldg onl» - Glve PCA handout to applicant Valuation o2 ?Occupancy ie-3 MC/ES System Csnsw Cade Z^ning A0 - City Water SAC Units Stories ? Booster Pump Nbr. of Units Sq. Ft. ?L PRV Nbr. of Bldgs Length a 7 Fire Sprinklered Type of Const s??1 W idth L? REQUIRED IN3PECTIONS Footings (new bldg) Footings (deck) ? Footings (addition) ? Foundation Drain Tile Roof Ice & Water Final ? Other Framing - Pool ? Ftgs Air/Gas Tests _ Final Fireplace R.I. Air Test Final Siding J Insularion ? Approved By , Building Inspector Base Fee Surcnarge Plan Review MC/ES SAC Cily SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Totat _ Stucco Stone _ Windows (new/replacement) 38Yxs"?/? Ck'd{lJ/ T94C-'-,- ? 20 Pool ? 21 Porch (3-sea.) 0 22 PorchlAddn. (4-sea.) ? 23 Porch (screened) ? 24 Storm Damage O 25 Miscellaneous 3 8'q?z-,?l Z ? 30 Accessory Bldg ? 31 EM. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi ,;t 30?z mo i a(?o p o0 5- ,1 aU/ 736 °C?= CITY OF EAGAN 3795 Pilot I{nob Road Eagan, Plinnesota 55122 PERMIT NO.: 1;i,g The City of Eagan hereby grants to ,,.,., ma.,,,,,- Oi di515 7nnn C1ak Roar1 a Permit ior: (Owr_er) _ at R--AM.p _,??WOR , pursuant to application dated _3,0[]7/74 Fee Fzid: dai;ed this _yg?_ day of 0v.rDt,nr j ?9 7A • SO s/c Building Inspector A"ac::a;iical Permits: iiid Total: I 1 /6 - z, A' CITY OF EAGaN 3795 Pilot Knob Road Eagan, PIinnesota 55122 PERNLiP N0, : 748 The City of Eagan hereby grants to Suburban Heatinq Co. of 2050 White Bear Ave. a HEATING Permit for: (Owner) Don Taylor at 1515 Lone Oak Road , pursuant to application dated 10/7/75 Fee Paid: 520.00 dated this zl day of October ? 19 75 , .5D s c Building Inspector Mechanical Permits: Bid To?al: /6 - z. ,*, CITY OF EAGAN 3795 Pilot Knob Road Eagan? Minnesota 55122 PERMIT NO.;SnA The City of Eagan hereby grants to ?_ we,,= nl?q of a Permit for: (Owner) ppy?Taginv at }-- Oak =g, pursuant to application dated 9/15/75 . Fee Paid: $20.00 dated this 22 .50 s/c Mechanical Permits: day of Sept. , 19 75, Building Inspector Bid Totale EAGAN TOWNSHIP BUILDING PERMIT oWO.= --.-`CI?-?p-J -- ...----- -_ .............. .... Address (presen!) ._. lS_(S' o?v-,--e_ Qd . . .............. . _......................................... Suilder 4-,-'-....................................................... ? - 04...?.. ..................... Address _Y .............. . -- -..... DESCRIPTION . N° Eagan Township Town Hall 205°r / De:e ._-----.------..-----.- Siories To Be Used Fos Fron2 Depih Heigh3 Esf. Cos! Pezmif Fee Aemazks LOCATION Sfree2, Aoad or ofher Deseriplion of Locafion I Lol I 81ock I Aaairioa or Traei I l(0 l- I z?HA) Z?? ? This permii does not aulhorize the use of eiteefs, roadc, alleps or sidewalks noz does it give the owner or his ageni ffie right to creale any situalian which is a nuisanae or which psesenls a haaard !o the healih, safelp, convenience and general melfare !o anpone in the communify. THIS PERMIT MUST SE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGAESS. This is 2a cerlify. lha2...W.I.A.:-J ....... ........... ..........__has permission !o eree! a..., ./..?r!?Q!-r..r.--_-----_........------upon the above deserihed premise subjeof 2he psovisiona of the Building Ozdinance for Eagan Township adopled April 13. 1955. Q, '_"'_'......".'. '..................... Per ......_.._..?a!?-t..._....?-.,..."_?""""_'_'...... Chairn of Tnwn Board ? Huilding InspecSor 4 . (5. CITY of EAGAN BUILDING PERMIT own.: ...../.U!-s? ?r?....? :- .......... ?.....:......... ...................... Addrees (preaent) ? .......--°----?-- - ...................-.--`.... Bulldor ........ ??......... Address ................................ .,.. V N2 3430 3785 Pilo! Knoh Aoad Eagan, Minnesota 55122 454-6100 Dels ?a ......... _....... Sfories To Be Ucad For FroeS Deplh Heigh! Eal. Coa! Permi! Fe Aemarks A-s6st?- ?,c -V CATION Sb Sireai, Road or other DesesipiiOn oi Location I Lo= I bloNC I ACtlllioa os Tiac! Al This permii does aof authorize the use of sireeffi, roads, alleys os sidewalke nor does it give the owner or hG egan! the righ! !o ereate any siluafion w6ich is a auisanca or which presents a hazazd !o !6e healffi, satefp. eoavenienee and genesal welfaxe !o anpone in the communilp. THIS PERMIT MUST BE KEPT ON TFIE PREMISE WIiILE THE WORK IS IN PROGAESS. This is !o cer2ifY. `.......................... has permiesioa !0 0reet a......A-VE-119M -'-'°--....................................._upon the above descrihed premise subjecf !o he pxovisions of all applicable Ordiaances for the City of Eagan _---"_'...:.....U..:_."...?.:-................ '-"...... '--'. Per .................. ........."' ........................... Ma or 06 . Su[tdiag Impeclos ?6 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date ?? 1 ?? I D?< Site Street Address %jl 7? G0?4.? 041- IC6 Unit # Property Owner -7221--Al Z/?''?lN6,4Z?r Telephone # (657) ??_I-W 7L Contractor lL4S'6? 425-6- Telephone # (7/r,51 -278- ?S??/ Address City .Q/,?, Z.0-1&_;C State .0"Lr-d. Zip Q The Appiicant is: _ Owner _ Contractor _Other Alterations to existing dweliing $ 50.00 _ Add plumbing fixtures. This fee includes putting in a water softener and/or water heater at the same time. !f vou are instaflina onlv a wafer soffener and/or water heater, do not complete this section. Move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _ Water Turnaround (add $125.00 if a 5/8" meter is required) Other. VW4t?"6_ Q,?4_49=? Water Softener _ Water Heater $ 15.00 _ new _ replacement v Lawn irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. 1?A? LC oS&s ApplicanYs Printed Name ApplicanYs Signature n rt I ? - 2005igOMMPMIAL MECHANICAL PERMIT APPLICATION City Of Eagan ?\ b" ? 3830 Pilot Knob Road, Eagan MN 55122 ????• ?" Telephone # 651-675-5675 Please complete for: commerciaUindustnal buildings multi-fanrily buIldings when separate pemiits aie not required foc each dwelling urut Date Site Street Addreas 2 C? Unit # Tenant Name (if applicable) Prerious Tenant Name Owner ?LY(Na'l ert Pro b /'? 21?n#l 74-Telephone # &5l y p Contractor Street Address City State Zip Telephone # ( ) Bond #: Eapires: T6e Applicant is _ Ownei _ Contractor _ Other Work Type 7X New Construction _ Underground Tank _ Install _Remove "see below Interior ImprovemeM _ Install Piping _Processed _Gas Nature of Worli: '*When instalfing/removing underground fank, call for inspecfion by Fire Marshal and Plumbing Inspector PQ!'rt1itF2C3: $70.50 UndergroundtankinstallatioNremoval $50.50 Miui? (inciudes SYate Surcharge) or ? Contrac[ Value $ • Permit Fee x ?°} - ?I?? . If nernut fee is $1,000 or less, add $.50 $ State Swcharge If ernmt fee is over $1,000, add $.50 for APR 14 2005 LL! e?; T t l F ? '75b every $1,000 nernut fee o a ee - u $ . I hereby apply for a Commercial Mechazucal Permit and ac?rledge thaf fhP ;nt'?r is complete and accurate; [hat tne worx will be m conformance with the ordinances and codes of the o agan and rvith the Mechanical Codes; that I understand this is not a permit, but only an application for a perinit, and work is not to start without a pernrit; that [he work will be in accordance with the approved plan in the case of work which re uues a review and approval of plans. Gl- Applicant's Printed Name A icant's Signature Approved By: Inspector / , 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 ? Telephone # 651-675-5675 FAX # 651-675-5694 New Construdion Reuuirements RemodeVfteoair Reauiremen4s Office Use Onlv 3 regislered site suneys showing sq. ft of lot, sq. fl of house; and all roofed areas 2 wDies of plan Cert al5urvey Recd Y_ N (20%mazimum bt cove2ge allowed) 1 set of Energy Calwlations for heated additions Tree Pres Plan Recd Y_ N, 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required Y _N 1 set of Eneryy Calculahons AddAmn - iiro'icate i/ori-site septic system On,site Septic System _ Y_ N 3 copies of Tree Preservation Plan 'rf lot platled aker 7/1193 Rim Joist Detail Options seledion sheet (buildings with 3 orless unKs) ? Date ?10-0- /? Constructioo Cost / 9 Site Address (/ Unit/Ste # ? a- Description of Work Multi-Family Bldg _ YX?N Fir ce(s) _ 0 _ 1 ? 2 PropertyOwner / &1V Telephone # (625-1) C? y -? Y7 k:) Contractor 517m e- Address City State Zip Telep6one # ( ) i U COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cate?rv 1 Minnesota Rules 7672 Ene?gy Code CategOry , Residenlial Ventilatinn Category 1 Worksheet • New Energy Code Worksheet (4 submission rype) Submitted Submitted . Energy Enveiope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y fee applies. Licensed Plumber Mechanical Contractor Sewer/Water Contractor N If so, 25% plan review Telephone #( ) Telephone ^ E Telephone I hereby apply for a Residential Building Permit and acknowledge that the infor??ion is co te an ccurate; that the work will be in conformance with the ordinances and codes of the Ciry?er?d ana me ?[ate of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. .SC"1 2-1!/hIll2. Applicant's Printed Name _ ? 2&&n lw??i.z? Applicant's Signature FJISa Sc ? ??'C I13 OFFICE USE ONLY , Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwel ling ? OS 06-plex ? 18 Fireplace ? 21 Porch (3-sea.) ` ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 08 07-plex ? 17 Garage g 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous Work Types .?i rnC ?v e C 1? ?J e 5 2) ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding -P 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bldg) - Give PCA handout to appltcant Valuation 1 oo T? , o o Occupancy ? 3 MCES System Census Code q_ Zoning ?-1 City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const y 23 Width REQUIRED INSPECTIONS _ Footings (new bldg) Final/C.O. ?p Footings (deck) ? Final/No C.O. _ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests ? Framing _ Siding _ Stucco _ Stone _ Brick ?4 Fireplace X R.I. ?0 Air Test ?j' Final _ Windows -10 Insulation _ Rebining WaII Approved By-?? ?- , Building Inspector ----- ----- --------------------------- ---------------------------------- Base Fee Surcharge ?- -:5O Plan Review I l MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total 3D 4. ` ? j J ao 4 Sarah and Anthony Zimhelt 1515 Lone Oak Rd. Eagan, MN Sept. 27, 2005 City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Attn: Building Inspections Re: Perrnit Number: EA068048 )1Ls???; SEP ? '8 2005 i The purpose of this correspondence is to address the issue of the doorway leading from the addition to the existing outside balcony. We are aware of the IRC restriction of 1- 1/2 inches threshold height. Due to the particular circumstances involved in Yhis doorway, we are requesting a variance to the IRC. The reason for this request is as follows: This doorway is located below a major roof valley which spills copious volumes of water into this area during the type of rainstorms which have been typical of this summer. The doorway was constructed with a 1-1/2 inch concrete curb to prevent water from entering the addition during such conditions. This problem is further exacerbated by the fact that the interiar floor elevation is slightly lower than that of the balcony. This results in a threshold height of 3 inches from the interior and 2-1/2 inches from the exterior. Our concern is that setting the threshold lower will contribute to moisture problems at this doorway. We feel that the present construction represents the best compromise between safety and practicality. Thank you far your consideration of this request. Sincerely, Sarah Zimhelt Property Owner a1CV??V\?? DG? / .? ??' fl?- ?ez ??le S 2004 RESIDENTIAL BUILDING PERMIT APPLICATION , City Of Eagan (F (t, 1 \ 3 3830 Pi?ot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX 4 651-675-5694 k ,- NewComirucfionReamrements RemodeVReoairRevuiremenis ? ?(ficelket5ntv q 3 registered sde surveys showing sq. @ of lot, sq ft. of house, and all roofed areas 2 copies of plan G.er?4f $un??YR?Cd -:. Y? ... N (20% maximum bl coverege allowed) 1 set of Energy Calculalions for heated adddions '€Cee PresPten R4o1 : _Y _Id_ 2 copies of plan showing beam & window sizes, poured found design, etc. 1 site survey for addi6ons & decks T?80:P?ssftequuecf •-.,zY_ _?1 isetofEnergyCalculaLons Adddion - indicateifonsrtesepticsystem ClrrsiE0501G?em _Y.....N 3 copies of Tree Preservation Ptan if lot platled afler 7f1/93 Rim Joisf Detail Options selection sheet (bidgs with 3 or less units Date C991 Ay Site Address 1?? l02? 5-- LC-! c 4-/ Construction cost S? 2iclior- C-0 UniUSte # Description of Work 76Te 0_H 0?\ !7 Mutti-Family Bldg _ YZ N Fireplace(s) _ O E f JE PropertyOwner ?(?7y ?r ?0rnh?/? Telephone#(oS/) ?G Contractor .11-12 Address State /ri ? Zip City Telephone # (G4) 2- r-, ? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Enefgy Code Category , Residential Ventilation Category t Worksheet • New Energy Code Worksheet (4 su6missiontype) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan2 _ Y _ fee applies. Licensed Plumber Telephone #( Mechanical Contractor AU6 2 4 2004 Telephone #( Sewer/Water Contractor ? 1. Telephone #( N If so, 25176 plan review I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 approv 1 of plans. ? Applica s Printed Name Applicant's Signature OFFICE USE ONLY Mr Sub 7ypes u , , ? 07 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 7 02 SF qwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01of_plex ? 09 07-plex ? 17 Garege ? 22 PorcNAddn.(4-sea.) ? 33 Ext.Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen(gazeho) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous ?t'? C? U f? e S 'D C u k Q? ` X 13 f 45 N S'Tp ' 12 uj 14 y Work Types ? 31 New ? 35 Intlmprovement ?, 38 Demolish,lnterior ? 44 , Siding 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building• ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (En[ire Bldg) - Give PCA handout to applicant . Valuation QO D p Occupancy 2-3 MCES System Census Code L 3 y Zoning rz? r_ City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const ? Width ' REQUIItED INSPECTIONS _ Footings (new bldg) FinaUC.O. Footings(deck) ? FinallNo C.O. Footings (addition) _ Plumbing ? Foundation _ HVAC 1(, Diain Tile Other Roof ? Ice & Water X Final _ Pool _ Ftgs _ Air/Gas Tests Final x Framing _ Siding _ Stucco _ Stone _ Brick Fireplace Y R.I. 1l Air Test (? Final _ Windows Insulation Retaining Wa11 Approved By: -/,W A _' Building Inspector ---- --- ------------- ---------- ------ ------------------ Base Fee ------------------- ---- -------- ---------- ------------- -------- ---- ----------- - S f?.9 5- LaeP, f eV Sb 2- X I,s e D -- - =: -] S 3(D • o0 Surcharge . -C?-o L)pp?2 (ea e1 S?z.x S`I ao ? Z71o$,oD PlanReview 4?eCK F?r?7 Fe,e 'Zi ooo,++o MC/ES SAC City SAC Fp Utility Connection Charge S&W Permit & Suroharge Treatment Plant ' License Search Copies - Other - Totat l • EXTERIOR ENVELOPE AVERAGE "U" COHPUTATION . OGTIER: 10 F-" 4'-1RA?-l: SITE ADORESS: ?SIS (.OrLf'G V/4J? 'F-D. ? tF,AC-PA?? rA lA CON7RACTOR: DATE: ?^j•?J+• 04 PHONE:_ bETERMINE WORKING SOUARE FDOTAGE'OF EACH: 1. TOTAC EXPOSED tlALL AREA, , , , , , , , ?jOS sq f t x "U" .11 2. TOTAL ROOF/CE111NC AREA,,,,,,,, 'rJ0 2. sq ft x"U" :025 3. TOTAL EXPOSED HALL AREA tALtULATIONS: Total exposed wall area above floor,,,,,,,, SOgj sq ft t .A} Tota) aall wTndow area: glazed..... ?O1 sq ft z ??U" glazed,,,,. -r sq ft x "U" -? ? - B) Total door area ?-? sq ft x"U" 12-9 ? ?O- ,,,,,,,,, C) 7ota1 sliding glass door area: . glazed...... sq ft x??U" glazed...... sq ft x "U" -- Total fireptace wa11 area ?CJ sq ft x"U" :04`?7 ? 2•1?P E) Total watl framing area (Averaae 10.^.).......... . 3(p sq ft x"U" ?.s3,2 F) Total net wall area above floor (Insuiated)....... sq ft x"U" V4•20 G) Total rim Joist area...... (OCP sq ft x"U" . 6rj4 ? `'S •S Total foundatfon area (Exposed).......... ?(c C-10 sq ft F{) Total foundatlon wlndow area ............. 3c0 sq ft x"U" . 2?[ ? ?•? 2 _ .,..,.._ ,.._ -..... I) Total net foundatTon - ->...:-. ?---- - area above qrade........ I3v sq ft x"U" 3. TOTAL s) thru i) !f item {3 Ts the same as, or tess than item f1, you have met the intent of 2 MCAR 1.16008 A and 0. • Page 1 ? - h. TOTAt EXPOSED R00F/CEILING CALCULATIOtIS: Toial exposed roof/ceiling area........ 501- sq ft J) Total skytioht area........ sq ft x"U" K) Total roof/cellfnq framing area (Averaqe it19,)...... sq ft x"U" •04 ' 2 ._---- L) "Total aet insulated `D22 ? ?G?4 roof/ceiling area....... 452- sq ft x "U . ?. TOTAL l) ihru 1) If total of th is the same as, or less than 1#2, you have met the intenf of 2 MCAR 1.16008 A and 0. ALTERtiATE BUILDIflG ENVELOPF DESIGN To utitize the total envelope system method, the values esta6115hed by the sum of items /3 and A4 shall not be 9reater than the sum of items P1 and 12. 1. t f R T I F 1 C A T I 0 N 1 hereby cert(fy-tfiat-t_h,aue,.,Falculated the "U" factors and "R" values hereTn and that the buiidinq here described meey?-a? exceeds the State of Ninnesota fneray Conservation Act. ? I ?? ? + z. m +4. , _- PAOP ?J S A7 (DaLe City of Eagan Tom Miklya Tom, 02/03/2005 I; Gregory J. Wilwert from Wilwert Remodeling have requested to remove the building permit at 1515 Lone Oak Road in the City of Eagan for non-payment of labor already performed. The work that has been completed is as follows: Excavation Poured footings Building PolySteel walls ( basement and frost wa11s) Basement floor poured Floor joist and plywood T/G floor Header installed 2°a Floor PolySteel walls Lightdeck Backfill Thank You for your understanding Gregory J. Wilwert 401> Pat Geagan MAYOfl Peggy Carlson Cyndee Pields Mike Maguire Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAI CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fau 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. City of Eap February 7, 2005 ANTHONY & SARAFI ZIRNHELT 1515 LONE OAK RD EAGAN MN 55121 RE: Buildiug Permit #66113 Dear Mr. & Mrs. Zirnhelt: This letter is to advise you that Wilwert Remodeling requesYed to cancel Building Permit #66113. As a result, it becomes the homeowner's responsibility to submit plans in pursuit of obtaining another building permit to complete this wark. If you have any questions, please call me at 651-675-5697. Sincerely, 1 Tom Miklya Building Inspector TM/j s cc: Dale Schoppner, Chief Building Official Wilwert Remodeling, 2400 Teakwood Drive, Maplewood, MN 55119 10f29I2004 09:21 7637929001 fr1442 rT # ?? li 3 15i? 40Nh oR4 1Zb w= 1. HMI211NTAL REINFORCTNG 1S Tl7 BE CENTERED IN WARL & ERTENA /+ MINIMUM OF E4" PAST 7NE ?-- OPEFUNG AT EAGH END. 2,LINiELS THAT SPAN 4 FEET Oi LESS & SIIPPORT 3000 PLF pR LESS, DO NI3T REfiU1RE SW-AR REINFGRCiNG. 3. ALL VALL 13PENINGS (hRE TD HAVE A MIN. [IF 24" OF CEINCRETE WALL HETWEEM THEM. ADJACENT 6-FOOT WIDE HAx. OPEWNGS MAY HAVE A 14INIMRIM i!F 12' OF COICRETE VAIL BEYWEElO TFEM. 4, PI.ACE (?J 44 VERTSCAL BARS FULt HEIG?ii EACH S1DE OF ALL 13PEN1NG.S. 5, SEE SA-0 F132 Fl1RT14ER NOTES AND C[BJS7RUCT1pN GLlII1ELINES. 6. SPECIAL REVIEW 1S i2EQU1RE.D FOR LiNTELS XYDND THESE LIM]TS. 7, LpA2)S SHqWN ARE IN ADD[TION TO LINTEL S£LFWEIGHT. °3 SHEAR REINF. o P 8" TYP f 4J l.F U 14N 4" TYP I p LSNfEL PENING r ,. HORFZON7AL RESAR 6N ? TtlP & B[I7T13M MIN, PER TAHL.E ? PAGE 02 CONCRETE. 4000 PSI e 28 LAYS AGGREGATEi WALLS - %" MAX HORIZONTAL RElNFUtCEMENTc ASTH A615 GRADE 60 SHEAR RE1NFO2CEMENT: ASTM A615 GRADE 60 10AaS L[VE LUAD: 42 PSF R13EF MA%. LLVE LOAD: 40 PSF FLMR DEAD LOAD: 13 PSF ROOF DEAD LqAD: 12 PSP FLOOR WIND LAAD; 90 MPF! EXPE1SM 8 z i ? lU iu I TYPICAL CONCRETE LINTEL Fmt 6" 8 B" FLAT Fa2MT, AS WELL AS 30" POST-BEAM FORMS Hnaiz BARS ? LINTE 4 5 b 7 L SPAN I 8 9 N FEET 10 12 14 16 18 (1)45 5800 3700 2500 1800 1400 1100 BOD 600 400 300 20D (2)*4 6000 4700 3300 2900 1800 1400 1100 700 500 400 300 (D*6 6000 5200 360D 2600 2000 1500 1200 800 600 400 ?0 (S>K7 bppp 6000 4800 3500 2700 21Q0 1700 1100 700 500 300 C2)'? 5 6pD0 0 6000 WW 3600 Zgpp 2200 1700 12D0 700 500 30Q ! OWABLE ACTUAL L I(y.T_EL L OAD _IN PI F13Z 6" & 8" FLA? F'flRNS, AS WEIL AS lU" PUST-21EA44 FaftMS IPIILIITEEL SUPPLY IIF WLStST, PAUL. 9100 BALTIMURE AVENUE NE, SUETE 112 ?.rJ BLAINE, MN 55449 Phone (763] 792-6689 Fnx: (763) 792-9001 f:i;l.?:!;-al ?F- REVISED U6/0i/04 SA - 4H 01/0110A I 10:37 0614 438 3171 CORP ENGINEERING 9002/002 ..I s ny?? , I??te:' 10{28/04 ? i T04 Ml - Oity af EagAn ? s} ZirnFili.01940enEe o ?Whor?eU,er 1t Mey Concem, 'I located i inottake ? 4 DE51GN GR;UP Wortl4+KStoh Indu$trlas GompaAy e?ave design$d tha; fCaMinO plan for the above-rhentioned ptoject in whibh Dietrich Metal TradeReadyiD tloor system is incorporatad. The filoor members shovm an the joist layout plen, '-2.0> meet or exceed the loads reguirsd by facal code and when bul?t (on site or as ded panels) as ahown, will rssuft in e struGturaily sefe floor eystem. The'fradaRaadyr'* 10at have been designed for 10pst dead load and 40psf live load. tfia tloor deflectfon has been at Live Load = U480, Total Load - Ll240, Memiaer sizes are listed in the member achedule 1 the drawings. Please note that this letter partains only to the fbor framing plane and doee rdo consideration ihe atructurel integr'dy of the entira atrucwre. Also be swere that the }loor Symeo all roof Ioslds are suppoKed by the excerbr wslla only. No truaseslreEters are to be i by intOtior bakiir?gj. I wq can be of ar?y tts?ther eoaistarx;e, or if you haYS ar?y more questions ar concerna on this m4tter, f?W lires io gtve u$ ?a 11 at 814-840-3721. I , Cor¢ieliy, 'JJeiy A.. I?yibala, , Er+gineer„ bjFtfohROi9n Grqup L. Randy D&udet, p.E;, S.E. presideM, QieMch nesign Group ? tq¢ FkW 9treW4 &+m, C. SYha . HemtnaW.. !N 7E?1, 2}9.4474 FA1t 219•92.414t W@B?iT?E 5pp?,9? ? h •a ?ant 'nu ? . lbtb-?66*6l??JQd ! Wd9l'0?ti00b'8t'1?0: SCOPE SCOPE INCLUDES DESIGN & DETAILING OF LITEDECK RDOF DECK AND SUPPORTING POLYSTEEL ICF WALLS FOR A RESIDEN7IAL ADDITION. CONSTRUCTION IS T? BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. REFER TD POLYSTEEL SUPPLY OF MPLS/ST, PAUL'S MASTER ICF ABOVE DETAILSI-04 STRUCTURALDATED AND REVISED ?N 06/01W04GFORRALLROTHER RELATEDENGINEERS I,TH1S DOCUMENT APPLIES T? STRUCTURAL ?NLY. REFER T? ARCHIlLCIUKaL FOR MATION. ACTOR ANDWCONDIT ONS. OR OT1F ?RENGIN ER I?NDISCRE ENC1E ? ARISE. Y ALL DIMENSIONS 2. DRA1N T1LE, DAMPPROOFING AND/OR WATERPROOFING, AND INSULATIDN, AS WELL AS THE1R 1NSTALLATION, ARE T? BE 1N ACCORDANCE WITH THE CODE, 3,ALL BAR SPLICES ARE T? BE A MINIMUM OF 48 BAR DIAMETERS, 4,PRDVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT ALL WALL CORNERS AND INTERSEC7IONS, LAP HOOKS IN ACCORDANCE WITH NOTE 3. 5 BYI?LO R BACKFILLIO STRUCNIONFATN70PIO& SLABLATMBOTTOM ORTBYAADEQUAPEORTED 7EMPORARY BRACING. 6.ADEQUATE SHORING iS THE RESPONSIBILITY OF THE CIINTRACTOR, 7.SEE S2 FOR LINTEL REQUIREMENTS. S,INSTALL C1) ADDITIONAL #4 REBAR EACH SiDE ?F ALL QPENINGS. MATERIALS_ LDX CONCRETE: Fil? INGS WALLS/SLABS 2500 PSI @ S 28 DAYS AYS wN ASTATE MMENDEDi 2000G 1B?DIRC AGGREGATE ; FDOTINGS - 1 l/e' MAX. ?ND WALLS/SLABS - 3/4" MAX. TYP. - TYPICAL REINFORCING: ASTM A615 GRADE 60 S1M. - SIMILAR ALLOWABLE SO1L BEARING - 2000 PSF (ASSUMED) U.N&. B UNT?PS ANDEBO?TpM W1SE ? Lt]ApS LIVE LOAD; 40 PSF FLODR DEAD LOAD: VARIES @ LITEDECK WIND LOAD: 90 MPH EXPOSURE B (3 SECOND GUS7) ZIRNHELT RESIDENCE 1515 LONE OAK ROAD EAGAN,MN ?? ?ATE ?v SM??ING Wilwer[ Construction 464 Point Douglas Road South SL Paul, MN 55119 SSOfEactPWerPOaJ Sulu9DB I?ereEyceNNl?atVUSpFan.spetlArahonw?poil Pwtr?on Dale DesmpM1? wa6 prePa?eE M rt9 ar uMx mY Ol?ecl s?K??? Mlnneape4?,L4mesW SSi31 yAl?allama OulylJCensoO Prolesvo?WEiqmeor PLOn:]W3]IRSOJ f.[>815]tll6! yM0ll?elawsDll?a5laMOIA4?vM0Yi Bawrk-OeYatlaAeaF?qe.MUVea??T-Sw.Falk 1 II WBp: xww.iAleip.Wm Pft Nam¢' f engineers S? onwftey:ne.orr?ur-uroei s?aMa: o.w: aoe.,'zoa cn??eor c..yom" o>.' 1011104 L oxuw?wr. 42341 srcen: ? 0 4 pppiwee BY: Crao Osvek ? ? 10I14l2004 11:47 7637929001 POLYSTEEL SUPPLV MSP PAGE 03 1. PRIpR TO BACKFII,LING, FUUNAAT117b1 WALLS NUST 8E LATERALLY SUPPCRTE11 $Y FLppR CONSTRUCTI[1N AT TOP & SLA$ AT BpTTOM OR SY ADE11UATE TEMPORARY 8RACING. 2. SPECIAL REVIEW IS R£4UIRED FOR VALLS HtGHER THAN 9'-8" T.O.S. Tp T,O,W. 3,SEE SB-3 FOR PLqCENEN? OF VERi1CAL REBAR. 4. PLASTiC BULT HOLDERS MAY 8E USEII Tfl ALIGN ANCHOR BOLTS FOR LEDGER BCIARD. ANCHpR HULTS MAY K PLACED 1N FALRS AT 2 x THE SPACING SHCtWN. 5. DRAIN T1LE, DAMPRppFING ANII/OR WATERPRODFING, & RIM ENSULATION, AS W£LL AS THEIR INSTALLA710M, pRE T6 BE IN ACCpRDANCE MfITH THE CODE. 6. SEE SH^0 FC1R Fl.IRTHER NOTES AND CCPISTRUCTI@1 GUIDELINES. w?TreIu c CpNCREiE [29 DAYSY. WALLS - 4E100 PSl FOOTINC,S - 2500 PSl AGGREGA7E: FCIpiING - 1 f/b" MAX WALLS - 3/4" MAX REINFaRCING: ASTM A615 GRADE 60 HAqC 100 X GRANULAR - GRpLIP 1- FILL: EQUiVALENT FLUID`pRtSSURE (Yeq ) = 30 PCF GROUPS BASEII ON THE CCItE n TqP ? WALL= HALF HEIGHT _OF_LEDGER L % "m x B" LINIG ANCtMR WASHERS E 12" q.C. WL7S a/ F{EAyy DUTY iA STAGGERED OR SIMPSON Ic?c e aeo a.c. w/ t6> SIMPSON A3 SCREWS 2 x 10 Np. E GRADE MIN. LEDGER BpARD ?T?SNG BY?? q?THERS HpFTOM MipRD BEARIk- SM AMM na e?? mr P?ss xlM WALL F[LNJDATlOM [NTO tt0E 1iALl •4 x 2'-0" ? DOWEIS B 72" a.C. `I ?{?T CUi (S" b11FL EMSED) Gl -? Yl/ niir-eea ro A?QA? ??? ?s 6' IIf) . FOLINDATImJ a •4 HW2t iAL ? BARS 2 48'?d,C. ItX. F? L?ED? ?i' ...? VERTICAI. STEEL C[i?RdECStINI ,?j 4 SEE SB-3 i Li a POLYSTEEL ICF y ? P13S7-DEpM pQ i . FLAT FORH WALL 04 x 2'-0" DOWE4.S r- @ 48" O,C. (S" MIM, EMBED) , ? ?R ? ? CUT pUT FDAM ? `i 8 SLAB FOR 4 ?/4" ? ? EVERY 24" & PLpCE 44 x 2'^0" DOWELS ? ? e 72' Ot. f5` MOL ENHE?F ? i 3" W111E x 10° THIqC ?°' S? SFRtP FOUTIMG (FLLN,) SLAB OFl @ BEARING 41ALl.S ? ? GRADE 24" VIDE x B" THiCK ? STR1P FCl[JTIM6 (NINJ t o' a n° • 8 IIRF-HEARlN6 VALI.S e o ? ?TE 1 ? $? a DRAlh! T7LEL 'SECTIdN CH LEG N.S. AND F.S pF 7RUSS BEARiI? F'LppR TRUSSES BY OTHERS OCHMMSIMPSON A35 ANCHOR w/ C43 Bd x 11/p" rnP oF wnLL = rcP nF Le»r?R w??T? RpW f?BSOL?A? S1 ?pUIRE? TO S?UP?T Al1DiTI?fAL LEDGERS ST~AGGE?DO6"BNINSEMHED) pR SIMPSOM lGFLC 8 48" p,C, w/ (6) D3 SCREWS TRLISS CaNNECT1pH SIMILAR R 2 x 20 WQ. 2 G2ppE ?s? w/ APPRqpR1ATE HANG b1N. LEDtER BOARD REVISED ? 1NCREASE LEDGER pEpTHR6 WIII7H AS REpt1IRED FOR TRUSS COI+?VECTION L P G ? "bM 06/01I04 1107TOM CHqRD BEARlNG TRUSS CCMINECTINi SlMILAR SEAR OPI TOP qF LEDGERCS) PQLYSTEEL SUPPLY [IF"MPLS/St,PAUL pg 6g62 L EI? GRUUP t 910a BALTIMORE AVENUE NE, SUITE 112 ?+s> NGIPi ERS 1NC, BCAINE, MN 55444 TA EagtMv8r Road 3+ate 30 SB - ZA lPhone: (763) 792-66$9 fnx: (763) 792-9001 ??cn ?_m?; ?? ?___ 11 ?. ..?_ 01/01/04 SCOPE OF WORK THESE INSULASED CONCRETE FORM (I.C.F.) FOUN6AFI01d WALL DRAWINGS CONSISTING OP SB-0 THROLGH SB-6 DATED 1-1-04 ARE PREPARED BV ULTEIG ENGINEERS, INC. THESE DRAWINGS ARE PREPARED TO 7HE REQUIREMEN7S OF THE INTERNATIOtdAL RESIDENTIAL CODE (IRC) AND ARE PROVIOED AS AN UNCERTIFIED ALTERNATNE TO THE IRC CHAPTER 4 PRE5CRIPTIVE FOUNDATION TABLES IN ACCORDANCE WRH IRC SECTIONS R104.11, R708.7, ANq R301.1.3. THESE DRAWINGS ARE TO BE USED ONLY 8Y THE COMPANY LISTED IN THE TITLE BLOCK BELOW AND THEIR AUTHORIZED AGENTS. THESE ORAWINGS WILL EXPIRE ON 1-1-05. THESE DRAWINGS CONTAIN DESIGtd INFORMATION FOR THE CONSTRUCTION OP FLAT AND PQST-BEAM FaRM POLYSTEEL I.C.F. BELOW GRADE WAlLS FOR VARIOUS COND(TIONS COMMON IN THE RESIDENiIAL INWSTRY. THEY INCLUDE INFORNEATIQPJ FOR THE CONCRETE CONTRACTBR, AS WELL AS THE GENERAI. CONTRACTOR. THE CITY BUILDING SNSPECTION DEPARTMENTS WILL CONDUCT FOUNDATION INSAECTIOPIS AS NEEDED TO EAfSURE COMPLIANCE WfiH THESE DRAWING3. NOTES 1. THESE DRAWIMGS APPLY TO FOUNDATION WALLS 9'-8" OR LESS IN HEIGHT FROM THE TOP OF SLAB (T.O.S.) TO THE TOP OF WALL (T.O.W.). BUILDING HEIGHT IS NOT TO E%CEED TWO STORIES PLUS A BASEMENT. FOR LEDGER CONNEC710NS, AFlCHOR SPACING SHOWN tS BASED ON A MAXIdIU6A FLOOR SPAN OF 20 FOOT CLEAR. IF FLOOR SPANS ARE IN EXCESS OF THIS DISTANCE, DECREASE LEDGER COtJNECTION SPACING (ANCHOR BOLTS OR ICFLC'S) PROPORTIONALLY. IN ADDRION, FOOTkN6 SIZES ARE BASEb ON ROQF SPANS NOT TO EXCEED 40 FOOT CLEA42 AND FLOOR SPANS NOT TO EXCPED 20 FOOT CLEAR, PS WELL AS A 2000 PSF BEARiNC, CAPACITY. ACTUAL ALLOWABLE BEARING TO BE DETERMINED 8Y OTHERS. INCREASE OR DECREASE FOOTING WIDTH AS REQUIRED FOR SPAPfS VARYIN6 FROM THESE ASSUMPTIONS. 2 THESE DETAILS APPLY EQUALLY TO THE 6", 8", AND 70' POST-BEAM FORMS AS WELL AS iHE 8° AND 8" FLAT FORMS, UNLESS SPECIFICALLY NOTEp OTHERWISE 3. WALL5 ARE NOT TO BE BACFffiLLEO UNi7L THE CONCRETE HAS REdCHED A CAMPRESSIVE STRENGTN SUFFICIENT TQ SUPPQRT PJ_L DESIGN LOADS. ADEQUATE CURING TIME IS MINIMUM 3 UAYS OR A CONCRETE STRENGTH OF 213 F'C VERIFIED THROUGH TESTING. ? 4. H6RIZONTAL WALL REINFORCING, UIdLESS NOTED, CAN BE PLACED ANYWHERE WIiHIN THE WIDTH OF THE WALL, ASSUA9ING MINIMUM COVER REQUIREMEN7S ARE MET. PER ACI 318 CHAPTER 7, MINIMUM CLEAR COVER IS'/.". 5. SPLICES NEEO NOT BE T1ED PROVIDED BAR CENTERLINES ARE WRHIId 2 INCHES OF EACN OTHER. All BAR SPLIGES SHOIILD BE A MINIMUM OF 48 BAR DIAMETERS. 6. HORIZONTAL, STEP FOOTING, AND VERTICAL BARS MAY BE BUNDLED UP TO THREE TO A BUNDLE INSTEAD OF AT SPACING SHOWN PROVIDED SPACING OF BARS IS NO GREATER THAN 72 INCHES ON CENTER. 7. STRIP FOOi1NGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN THE DE7AILS TO PROVIDE ADEQUATE FROST COVER OR ADEQUATE SOIL BEARING, WHEN REQUIRED. 8. UNLESS SPECIFICALLY NOTED, DOWELS MAY BE URRLED AND SNUGGLY FIT IN PLACE. DOWELS OO NOT P1EED TO BE TiED TO iHE VERTICAL STEEL 9. PLACE BARS Sl1CH THAF TFiE1R FINAL pOSITION IS WITHIN 712" OF THAT SHOWN IN THE DETAILS. TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDHD SUFFICIENT CARE IS TAKE(d TO ENSURE THE BARS DO NOT MOVE OUT OF TOLERANCE P6SITION AND ALL CLEAR COVER REQUIREMENTS ARE MET. 10. PROVIOE MATCHING HOOK 6ARS FOR ALL HORIZONTA! BARS AT ALL WALE GDRhFERS AND INTERSECTIONS. LAP ALL HOOKS AND HORIZONTAL BARS PER NOTE 5. HORIZONTqL BARS MAY BE CONTINUOUS AND BENT AROUND CORNERS IN PLACE OF HOOKS. 11. FLOOR JOISTS AND TRUSSES ARE TO BEAR A MiNIMUM OF 3'1/V°OM SILL PLATE AT TOP OF WALL. IN37ALL CONTINUDUS RIM BOARD ANO CONNECTORS AS SHOWN IN DETAILS. CENTER OF ANCHOR BOLTS MUST 6E 21/:" FROM EDGE OF SILL PLATE OR CONCRETE WALL. INCREASE SILL PLATE SIZE AS NEEDED. 72. SLOPE GRADE AWAY FROM F6UNDATIONS A MINIb11UM OF 6" WITHIN 'fHE FIRST 10 FEET OR PROVIDE REVISED ADEQUATE DRAINS OR SWALES TO ENSURE SUFFICIENT DRAINAGE AWAY FROM THE STRUCTURE. 06/01/04 POLYSTEEL SUPPLY OF MPLS/ST, PAUL -6962 LNGINEERS EI 91D0 BALTIMORE AVENUE NE, SUITE 112 ? INC, oc SB - 0 FEC!XEDCOY0 oxua BLAINE, MN 55449 TA nst Rrver Raud S?te Phone? (763> 792-6689 Fax: C763) 792-9001 ??' MN 55421 Ol/OF/D4 763-571-2500 Fnx 763- 71-1169 CUT LITEDECK FORM & REMOVE FOAM 6" WIDE? AT 48" O.C. FROM 1NTERIDR LITEDECK BEAM TO EDGE OF ICF WALL AS REQ'D LITEDECK BEAM -? SEE 1/S2 FaR MORE INFORMATION . POLYSTEEL ICF WALL --- SEE SECTION 1/S3 FOR MORE INFORMATIpN DETAIL S4J LITEDECK NLIN-BEARING WALL CONNECTION ZIRNHELT RESfDENCE 7 515 LONE OAK ROAD EAGAN,MN 5RA1 Eut Hlver floatl Sulb 3ffi WMeapul2. MlnnewN 5512I Plwre: T635]1a0p Fa: M5]1.1166 B6nwd .DviYdI LYEV - FcT • llnieap%[ . SauS FYs WaO: wxwutl¢:C.cab engineers a,ensY „wvmN.„-Ef,, Cn«4aBy: CreqOawep npprwetlBY C1a40awM / Wilwert Construction 464 Point Douglas Road South SL Pauf, MN 55119 i nereW cMUy wtNis plu?. uediwafcna ?epon wis pepned Uy me aruMe? ?ryGUacls?ervWm aM Nal l am a dHy LicenSN ProlassWwl Er4reer uMae Ne 1>wt ol MB SWO N 4ivybMa PtlMNVnr "-) Cldl ?' F?ofoGNY?NO? ' ? ^ ??, ,.:?. u o.m. 1p(1104 ?. ou u ' umeer 42341 yba _ a d . ME7AL RAILING & ? CONNECTIDN T? CONCRETE BY ?THERS FORM AS REQ'D ? BQ7i0M OF BEAMR AT I? I 1 I I I I 44 x 4'-0" HOOKS @ 48" ?.C, LOCATE AT CUT 1N 24" BEAMS --1 24" METAL RAILING & ? CONNECTION TE] CONCRETE BY ?THERS FORM AS REQUIRED ? I POLYSTEEL ICF FLAT FORM WALL w/ 6" +1 CpNCRETE PORTION 0 ? tt4 VERTICAL BARS @ CO 48" D.C. CENTERED IN WALL #4 HORIZONTAL BARS @ 48" C.C. (MIN. OF 3 BARS) ? WOOD I-JOIST FLOOR -V SYSTEM BY ?THERS SEE POLYSTEEL BELOW GRADE MASTER DRAWINGS FOR WALL CONNECTION AND BLOCKING DETAILS BOQTOM OF BEAM AT '14 x 4'-0" HDOKS @ 46" D.C. 24" --124" 114 x 2'-0" DOWELS @ 72" D.C. (B" MIN. EMBED) LOWER LEVEL ICF FOUNDATIDN WALL SEE POLYSTEEL BELOW GRADE MASTER DRAWINGS FOR WALL REINFORCEMENT 20" W1DE x 8" DEEP (M1N.) ? CONCRETE STR1P FODTING BELOW ?'_p IS STRUCTURALLY ADEQUATE T? SUPPORT ALL DESIGN LOADS 1 WALL SECTION S3 TYP. LITEDECK BEARING SIM. @ NON-BEARING, SEE 1/S4 ZIRNHELT RESfDENCE I Wilwert Construction ? 7 515 LONE OAK ROAD 464 Poin[ Douglas Road SouN EAGAN, MN St. Paul, MN 55119 ?na,aermnhwimuowm.w?r umw?epan Ar.iswi om oeu?eern szoiFasinrveinoaaswaws WSSG?BVa?NEl'IIBNWEV,M'dlMLtqervKV:?I l9nrezW'a.MYmesota551Yf urq Ne? I am a Oury t+m?uetl Ploksaonal 5qbea Phwx:761511T500 Fu:70311.118! uMefIM1Blawxo11ib51akoIWnrR¢oli. Blpryfk. MYW taFU-F+Re' Wmnpo6.5mn FJ? WeE:'++/a'0eipwm V?WName ? '? ?engineers o?a«ney:ne.mn.rerEr?a S?o^?' ocrobn+.zao+ oma P1OIvO°"'? ? S3 CiacvmerCraqOmeo n?? nA 42341 . 9el a Ry?wBOBy Gralppswe4 y useWnOet: D¢Ie.Jly? Iy,y SheH[: WATERPRDDF, NON-CORROSIVE CDATING BY ?THERS (2) "15 HORIZONTAL BARS TYP. EACH BEAM PORTION NO 1N-FLODR HEAT (1NCREASE SLAB THICKNESS 1" 1F IN-FLOOR HEAT IS INSTALLED) 2" SLAB PORTIOIN • ' 10" BEAM PORTIDN 2" 1NSUL. POR7ION 3 111e" 12" LITEDECK TYP. FORM SLAB 1 LITEDECK SECTIDN SZ TYP..SLAB @ ROOF DECK MAX. SSLOPE ?OP OF WALLOELEVATIONCAT WALL BEARING WALLS FOR DECK SLOPE AS REQUIRED (1) #4 HORIZONTAL Cl> "4 HORIZONTAL BAR @ TOP OF BEAM BAR @ TOP OF BEAM I • #a s-HOOK ? • P i a z o v Z SHEAR RE1NF. ? - ° CO @ rJ " ?.C. v c ? v \ N ^ s e .ti ? (2) '?5 HORiZONTAL @ BOTTOM ?F BEAM ' ° 6?? (1) "5 HORIZ?NTAL BAR @ BOTTOM OF BEAM e ` BARS EXTEND A MINIMUM M1N. EXTEND A MINIMUM " MIN. OF 24" BEYOND BEYOND ?F 24 ?PENING EACH SIDE ?PENING EACH SIDE 2 LINTEL DETAIL LINTEL DETAIL S2 8'-6" MAX, OPENING Sa 6'-0" MAX, ?PENING LITEDECK BEARING LITEDECK NON-BEARING ZIRNHELT RESIDENCE Wilwert Construction 464 Point Douglas Road Soulh 1515 LONE OAK ROAD St. Paul, MN 55119 EAGAN, MN II?e?eEycea0lyNalMlcplan.¢pBd6mtlm[+eapwl nwidon mia oeu?iceon SP?tEaslM'eeHOaE5wa300 wa¢p2paredEymeorunOm?uYdreGiupervbon yyMpappWnnesota 5512t yy?rya,lam aUUh Uce?seE P?oItsSlwW EripMeu prorre:169.5]t25U0 Fax:'lGIS1?1'68 uMarNe4waWtheSWwWA4nneson BlsmTd?NtloXLA.e6.FlRO'Mwr+W&'Swiu.Fab GnMN&nc. ! I 5 II Web: wxw.NkO.wm OrawnOY TerorAe?r.Erqd SiOMp ' ome: Mmart 2?+d ?engineers `? S2 cnxx:ei: nago.?m wie101170q ure?N,mcu 42341 sneau: s? ? Pppa'?BY: CrmJOSweP w? ? ? LEGACY REPORT Re-Issued NERMarch 05 ICC Evaluation Service, IIIC. eis'nessRtegianal Olfica 0 5360 Wakman Mill Road, Whit6er, Califome 90607 m (562) 899-0543 Regional OtFCe • 900 Moniclair Road, Sutte A, Bimiingham, Ahabama 35213 •(205) 599-9800 WWW.ICC-OS.Org RegionalOffice•4051WestFlassmoorRwd,COUnIry ClubHills,Illinoi560478•(708)799-2305 Legacy report on the 2000 Jnternational Buildfng Codeo, the 2000 7nternafiona! Residentla7 Code8 the 2002 Accumufafive Supplement to the 7nfernationa! CodesTM, the 7898 Standard Suilding Code?, the BOCA' Nadona! Building Code17999, the 1997 Uniform Building Code*'^, and the 1998 lnternationalOne and Two FamilyDwelling Code° DIVISION 03 - CONCRETE Section 03130 - Permanent Forms AMERICAN POLYSTEEL, LLC 5150 F EDITH, NE ALBUQUERQUE, NEW MEXICO 87707 505345-8153 www.oolvsteel.com 3.1.1 PS-3000 Series Waffle-Grid Wall Forms: 7he EPS wafFle-grid blocks have a height of 16 inches (406 mm) and are available in three nominal core sizes of 6 inches (153 mm), 8 inches (203 mm) and 10 inches (254 mm) having actual outside widths of 9.25 inches (235 mm),11 inches (279 mm) and 14 inches (356 mm) respectively. The EPS wafFle- grid hlocks consist of two expanded polystyrene foam boards of varying thicknesses, held together by steel cross ties spaced 12 inches (305 mm) on center. 1.0 SUBJECT PolySteel@ Forms : 1.1 PS3000 Series, 6", 8" and 10" Waffle-Grid Forms 1.2 PS-4000 Series, 6" and 8" Flat-Wall Forms 2.0 PROPERTIES FOR WHICH EVALUATION IS SOUGHT 2.1 Formwork for structural concrete 22 Surface buming characteristics - Foam Plastic 2.3 Crawl space fire evaluation 24 4-Hr Fire Resistive Rated Load Bearing Wall Assembly 2.5 Installation in buildings of noncombusti6le construction. 3.0 DESCRIPTION 3.1 General PolySteelO Forms are used as permanent formwork for structural load 6earing or non-loadbearing concrete walls for buildings of combustible construction and buildings of noncbmhustible construction when installed in accordance with section 4.7 of this report. Applications i nclude foundation, basement, retaining walls and above grade walls. PolySteelO Forms are hollow core forms of expanded polystyrene face shells connected with galvanized steel cross ties. The expanded polystyrene (EPS) foam plastic blocks have a standard length of 48 inches (1219 mm). The outer faces of the EPS blocks present a continuous flat surface of polystyrene ready to receive exterior and interiorwall fin ishes. The steel cross ties provide a mechanism for attaching interior and exterior wall coverings since each tie has a minimum 1 inch (25.4 mm) wide steel furring strip recessed no more than 0.50 inches (12.7 mm) below the block surface The PolySteel@ Forms are available in hvo styles, wafFle-grid wall forms and flat-wall forms. W hen stacked, the EPS Waffle-grid blocks form oval-shaped vertical cores spaced 12 inches (305 mm) on center, and oval-shaped horizontal cores spaced 16 inches (406 mm) on center. Reinforcementandconcreteareplacedinlhevertical and horizontal cores. See Figure 1 for EPS Waffle-grid foam block dimensions. 3.1.2 PS-4000 Series Flat-Wall Forms: The EP5 flat wall blocks have a height of either 12 inches (305 mm) or 24 inches (610 mm) and are available in two sizes having inside cavity dimensions of 6 inches (153 mm) or 8 inches (203 mm). The EPS flat wali blocks consist of two expanded polystyrene foam boards with a thickness of 2.5 inches (64 mm) . Held together 6y steel cross 4es spaced 6 inches (153 mm) on center. The actual widths of the 6 inches (153 mm) and 8 inch (203 mm) Flat wall forms are 11 inches (280 mm) and 13 inches (330 mm) respectively. W hen stacked, the EPS flat wall blocks form a constant width cavity within which vertical and horizontal reinforcement is positioned. W hen filled with concrete the blocks form a solid, flat concrete wall. See Figure 2 for EPS flat foam block dimensions. 3.2 Materials 3.2.1 Expanded Polystyrene: Form units are molded from expanded polystyrene beads manufactured hy BASF Corporation (ICGES Legacy NER-479), Styrochem@ U.S. Ltd. (ICC-ES Legacy NER-238), Huntsman Chemical Corporation (ICC-ES Legacy NER-384), or AFM Corporations's R-Control Perform Guard EPS (ICC-ES Legacy NER-551). The forms have minimum average density of of 1 5 pcf (24 kg/m'), with a Name spread index (FSI) of 25 or less and a maximum smoke development index (SDI) of 450 or less when tested under ASTM E 84. fCGES legucy rcporn are no, m be conso-ucd as represennng uesthenes or amy other alfrlbures not specifim!!y oddreised, rtor ore lhey ro be eonshued as nnendorsemenroJthesub)ectoJthereportorarecommendarinnjarrtruseTherersnowurranryby7CCEimluonanServece,lnc,upressorrmyhed.nsm ? onyAndmg or other maetv ars rhes rayort or a3 !o amy yroduct aovered by the repom `.,z?v Page 1 of 7 Copynght t 2004 Page 2 of 7 NER-515 3.2.2 Steel Cross Ties: The stael cross ties may be one of the following configurations: 3.2.2.1 ExpandedhotdippedgalvanizedFlattenedsteelcross ties 8.75 inches high (222 mm) by 0.052 inches (1.32 mm) thick complying with ASTM A 1008 and having a minimum yield streng[h of 33 ksi (228 MPa). Each end of the cross tie is bent with a 1 inch (25.4 mm) 90° retum. A hot dipped galvanized steel strip complying with ASTM A 653 having a minimum yield strength of 33 ksi (228 MPa) that is 2 inches (50.8 mm) wide, 10 inches (254 mm) long, and having a minimum thickness of 0.013 inches (0.33 mm) is sandwiched around the 1 inch (25.4 mm) returns of the expanded steel cross tie to provide a 1 inch (25.4 mm) wide by 10 inch (254 mm ) long furring strip having a double [hickness of galvanized steel totaling a minimum thickness of 0.026 inches (0.66 mm). Galvanizing complies with ASTM A 924 having a minimum coating class of G90 (Z180). 3.2.2.2 Galvanized steel welded wire cross ties 3 inches (76 mm) shorter than the height of the block. Steel wire is welded in a rectangulargrid pattern wilh spacing dimensions ranging trom 1.65 inches to 4 inches (42 mm to 102 mm). Each end of the cross tie has a galvannealed steel strip 1.75 inches (45 mm) wide which is bent length-wise forming an L-shaped member 0.25 inch by 1.5 inches (6 mm by 38 mm) providing a 1.5 inch (38 mm) wide furring strip. All welds atwire-to-wire and wire-to-strip connections are resistance welds in accordance with AW S c.1.3. W ire complies with ASTM A 641, soft temper with a Class 1 zinc coating (galvanized) having a minimum diameter of 0.120 inch (3 mm) and having a minimum tensile strength of 60 ksi (413 MPa). Steel strips comply with ASTM A 653 and have a minimum thickness of 0.030 inch (0.76 mm) with a minimum yield stress oi 25 ksi (172 MPa). The steel s[rip is zinc-iron alloy coated (galvannealed) by the hot-dip process having a minimum coating class of A60 (ZF 180). 3.2.3 Concrete: Normal weight concrete complying with Chapter 19 of the Code, with a minimum compressive strength 02500 psi (17250 kPa) at 28 days and a maximum aggregate size of 3/8 inch (9.53 mm) when using the 6" and 8" Waffle-Grid Forms and 3/4 inch (19.05 mm) when using lhe 10" waffle-Grid form and 6" and 8" Flat W all Forms. 3.2.4 Reinforcement: The concrete is reinforced with deformed steel reinforci ng bars, complying with [he applicable Code with a minimum yield strength ofeither40 ksi (275 kPa) or 60 ksi (413 kPa) depending on the structural design. 4.0 INSTALLATION 4.1 General The PolySteel@ Forms are installed as formwork for either load bearing or non-loadbearing walls for residential and commercial construction. These walls include toundations, basements, retaining walls and above grade walls. Structural calculations and de[ails of concrete shail be prepared in accordance with the manufacturer's instructions, ACI 318, the applicable model Code and shall be approved by the building official, and is outside the scope of this evaluation report. The manufactu rer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.7.7 Interior Finishes: Forms exposed to the interior shall be finished with an approved 15 minutes thermal barrier such as 1/2 inch (12.7 mm) thick gypsum wallboard as required by the applicable code. The interior gypsum wallboard is attached to furring strips on the PolySteelOO Forms, wilh minimum No.6 by 1-1/4 inch (31.75 mm) selftapping screws. Spacing of the screws is a maximum 12 inches (304.8 mm) on center in the horizontal and vertical directions. Adhesives in accordance with ASTM C 557 are permitted for attaching the interior finishes to the forms in conJunction with the mechanical fasteners. 4.7.2 Exterior Finishes: Forms exposed to the exterior shall be finished with an approved exterior wall covering installed in accordance with the applicable code. The wall covering shall be attached to the PolySteelO Forms furring strips with approved corrosion-resist2nt, coarse-threaded, self-tapping screws, having sufficient length to penetrate the furring strips a minimum of 114 inch (6.4 mm). No. 6 and No. 8 screws in forms using expanded steel cross ties have an allowable pullout capacity of 23 pounds (102 N) and 27 pounds (120 N) respectively. No. 6 and No.B screws in forms using welded wire cross ties have an allowable pullout capacity of 49 pounds (218 N) and 59 pounds (262 N) respectively. For portland cement stucco f nishes, an approved metal or wire fabric lath shall be attached to the PolySteelB Forms furring strips with minimum No. 6, lath-head screws or 1 inch (25.4 mm) long galvanized self-tapping sheet metal screws The screw spacing shall be 8 inches (203.2 mm) on center vertically and 12 inches (304.8 mm) on center horizontally. The stucco finish shall be applied in accordance with the applicable code. An EIFS finish system shall be installed in accordance with its current ICGES Legacy Evaluation Report. Other approved exterior finishes are permilted and shall be installed as required by the applicable code. 4.1.3 Installation: The PolySteelO Form units shall be constructed with vertical cavities alig ned. Reinforcement shall be installed as required by lhe approved construction documents. The forms shall be assembled and braced, and concrete placed as described in the detailed procedures approved by the manufacturer. For basement installation, walls shall be constructed as noted above and drainage system around the basement wall shall be provided as noted in the manufacturer's instructions. Waterproofng and damproofing of basement walls shall be as required by the manufacturer's instructions and as approved by the building official. No backfill is permitted applied against the wall unlil the complete flooring system or bracing is in place. Backfill of the basement wall shall be free of construction debris, sharp objects, or large rocks. 4.2 Attic or Crawl Space Installation In jurisdictions that have adopted the Standard Building Code 0and the BOCA National Building Code, the PolySteelO Forms shall be permitted to be installed exposed in an attic or crawl space without a tharmal barrier under the following conditions: 4.2.1 entry to the attic or crawl space is limited to service of utililies; The instructions within this report govern if there are any conflicts belween the manufacturer's instructions and this report. 4.2.2 there are no interconnected attic or basement areas; 4.2.3 air in the attic or crawl space is not circulated to other parts of the building; Page 3 of 7 NER-515 4.2.4 ventilation of the attic or crawl space shall be provided in accordance with the applicable Code. 4.5 Wood Construction in Areas of Very Heary Termite Infestation 4.2.5 Attic or Crawl space installation shall be limited to forms expanded from beads manufactured by BASF Corporation, Huntsman Chemical Corporation or Styrochem U.S. Ltd. 4.3 Allowa6le Concrete Lift Rates Concre[e shall be placed in the forms at a rate noted in the table below with a maximum rate of 5 feet per hour (1.5 m/hr). Concrete Tem -° F LIFT RATE -FTIHR 40° (4.44° C) 2.5 (0.75 m/hr) 50° (10° C) 3.0(0.9 m/hr) 60°(15.56° C) 3.5(1.05 m/hr) 70° (21.11° C) 4.0(1.2 m/hr) 80° (26.67° C) 4.5(1.35 mJhr) 90° 32.22° C 5.0(1.5 m/hr 4.4 Design 4.4.1 General The PolySteel@ Forms are installed as formwork for foundation and basementload bearing and non- load bearing walls and above grade load bearing and non- load bearing walls for residential and commercial construction. Design calculations and details for specifc applications shall be furnished to the code official verifying compliance with this report and the applicable Code. The individual preparing such documents shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 4.4.2 Prescriptive Design ICF: PolySteel@ Forms are defned as Waffle Grid and Flat insulating concrete form wall systems and may be designed and reinforced using the load tables for either Waffle Grid or Flat ICF forms in Sections 1916 and 1804.6.2 of the Stattdard Building Code@ or Sections R404.4 and R611 of the Internationaf Residentia! Code@ provided the building conforms to the applicability limits defined in Sections 1916.2 and 1804.62.1 of the SSC or Sections R404.4.1 and R611.2 of the lRC. When using this prescriptive design method, the wall thickness is limited as noted in the applicable code sections referenced above. 4.4.3 Non-Prescriptive Design: W hen the ICF forms are installed on buildings that do not conform to the applicability limits of Sections 19162 and 1804.6.2.1 of the SBC or Sections R404.4.1 and R611.2 of the lRC, the structural analysis and design of the concrete shall be prepared in accordance with ACI 318 and Chapter 19 of the Standard Building CodeV, lntemational Building CodeOO, BOCA NationaJ Suilding Code or Uniiorm Building CodeTM or Section R61 i of the lnternational Residential CodeO, as applica6le_ 4.4.4 Prescriptive Design of ICF by PCA Pub. E6118: The forms are also permitted to be designed and reinforced in accordance with Prescripfive Method for lnsulafing Concrete Forms in Residenfial Construction, PCA publication E8118 provided the building conforms to the applicability limits defined in Table 1.1 of the Prescriptive Method. 4.5.7 In jurisdictions that have adopted the Standard Building Code @ Infemafiona/ One and 7wo Family DwelJing Code,andthelnternationalResidentialCodeT"', wherefoam plastic insulation is used with wood construction in areas of very heavy termite infestation, the foam plastic shall be installed in accordance with sections 1916.7.5 and 2603.3 of the Standard Building CodeC, Section 323.4 of the Internationa! One and Two Family Dwelling Code antl Section R324.4 of the Intemational Residential CodeTM Areas of very heary termite infestation shall be determined in accordance with Figure 2304.1.4 SBC, Figure 3012(6) 11&2FOC and Figure R301.2(6) 7RC. 4.5.2 PolySteel@ FOrmsmanufacturedwithAFMR-Control Pertorm Guard EPS are termite resistant and are not restricted under Section 4.5.1 of this report. 4.6 4-Hr Fire Resistfve Rated Load Bearing Wall Assembly W alls constructed with PolySteelt Forms are permitted to be used in load-bearing, fire-resistive construction having a maximum 4-hour rating. Any of the forms described in this report are permitted to construct the fire-resistive wall. The concrete shall be normal-weight concrete traving a minimum compressive strength of 3000 psi (20700 kPa) at 28 days, and shall be designed in accordance with Section 4.4 of this evaluation report. The exterior side of the wall shall be covered with an approved wall covering in accordance with Section 4 1.2 and the interior side of the wall shall be covered by an interior finish in accordance with Section 4.1.1. 4.7 Installation in Buildings of Noncombustibie Construction The forms are permitted to be used in buildings of noncombustibla construction when installed as follows: 4.7.1 Exterior Walls of Buildings of Any Height: The followrng conditions shall apply: 4.7.1.1 EIFS and One Coat Stucco - Exterior Finish: The following EIFS and One Coat Stucco Wall Finishes are installed over the eMerior of lhe forms using the Reinforcing Fabric, base coat and fnish coat materials described in their Code evaluation raports. • Senergy Inc., Senerflex EIFS as tlescri6ed in ICC-ES Legacy SBCCI PST & E51 Evaluation Report #9630A and ICGES Legacy BOCA ES Research Reports #97-86 and #99-14. • Finestone, Finestone Pebbletex, Class PB EIFS as described in I CC-ES Legacy BOCA Research Report96-72.1 and ICC-ES Legacy SBCCI PST & ESI Evaluaiton Report #9771. • Sonneborn/ChemRex Inc., Sonneborn Flex Wall Stucoo System EIFS as described in ICC-E5 I.egacy SBCCI PST & ESI Evaluation Report #2028. • Master Wall, Inc., Aggre-flex EIFS as described in ICC-ES Legacy Reports SBCCI PST & ESI #9631A and ICBO ES #ER-5362. 4.7.1.2 Brick Veneer - Exterior Finish The 6rick veneer shall be installed in accordance with the applicable Code. 4.7.1.3 Stucco Veneer - Exterior Finish: The stucco shall 6e a minimum 7!8 inch (22 mm) thick and shall be installed in accordance with the applicable Code. An approved Portland cement slucco euterior wall covering which satisfies the code Page 4 of 7 NER-515 requirement for non-combustible construction shall be 6.2.3 PolySteel@ PS-3000 Series Details, First Edition installed using 1 inch (25.4 mm) by 20 gauge woven wire lath 2003, signed and sealed by David R. Jarmul, P.E. 10- fastenedtothegalvanizedfurringstripsusingminimum1 inch 10•03. (25.4 mm) No. 6 lath head screws spaced 8 inches (2032 mm) in the vertical direction and 12 inches (304.8 mm) in the 6.2.4 PolySteel@ PS-4000 Series Details, First Edition horizontal direction. 2003, signed and sealed by David R. Jarmul, P.E., 10-10-03. 4.7.1.4 Interior Finish: The forms shall be finished on the interior with an approved 15 minute thermal barrier such as %z inch (12.7 mm) thick gypsum wallboard as required by the appiicable Code. The gypsum wall board shali be installed and attached as described in Section 4.1.1 above. 4.7.1.5 Fireblocking: Foam plastic on the interior shall be fireblocked at ceilings and floors using materials speafed by ihe applicable Code. 6.3 Engineering calculations: 6.3.1 Calculations signed and sealed by J. L. Berrenberg, P,E.; supplemental calculations for wind loads and earthquake forces, 9-23-95; supplemental calcufations for recommended pour rates, 1-76-96; supplemental calculations on screwwithdrawal,11-7- 97. 4.7.2 OneStory Buildings: The following conditions apply: 4.7.2.1 Thebuildingisequippedthroughoutwithanautomatic sprinkler system in accordance with the applicable Code. 47.2.2 The exterior of the foam wall is covered with metal of a thickness of not less than 0.032 inch (0.81 mm), aluminum or corrosion-resistant steel having a base metal thickness of 0.0160 inch (0.41 mm). 6.3.2 Calculations, signed and sealed by David R. Jarmul, P.E., 10l10103, allowable pullout capacity of No. 6 and No. 8 Screws. 6.4 Surface burning characteristics testing under A5TM E 84 of EPS bead suppliers is covered under ICC-Es Legacy N ER-479, BASF Corporation; ICC-ES legacy NER384 and ICC-ES Legacy SBCCI PST & ESI #9498, Huntsman Chemical Corporation; ICC-ES Legacy NER-238, Styrochem International, Inc. AFM Corporations's R-Control Pertorm Guard EPS, ICC- ES Legacy NER-551. 4.7.2.3 Interior Finish: The forms shall be finished on the interiorwith an approved 15 minute thermal barriersuch as % inch (12.7 mm) thick gypsum wallboard as required 6y the 6.5 applica6le Code. The gypsum wallboard shall be installed and attached as descri6ed in Section 4.1 above. 4.7.2.4 Fireblocking: Foam plastic on the interior shall be fireblocked at ceilings and Floors using materials specified by the applicable Code. 4.8 Speciallnspections Special inspection is required as noted in Chapter 17 of the applicable Code, for placement of reinforcing steel and concrete, concrete cylmder testing, form installation and bracing, and concrete operations. Special inspectors shall comply with the applicable Code. 5.0 IDENTIFICATION Each pallet of PolySteelOR, Forms as descri6ed in this report shall be labelad with the manufacturer's name and/or trademark, third party agencies name andlor trademark (Omega Point Laboratories, Inc. NER-QA337) and this ICC- ES legacy report number NER-515 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature; Material Specifications for PolySteel@ Forms, December 18, 1995; Protedion Against Termites, data sheet; PolySteel@ CSI Speafications Section 03135, Expanded Polystyrene Concrete Formwork, May 2003. 6.2 PolySteel@ Forms Manuals: 62.1 Users Manual for PolySteelID Form, prepared by American PolySteel@ Forms, dated 10-10-03, signed and sealed by David R. Jarmul, P E. 6.2.2 PolySteel@Forms Structural Design Manual, Second Edition 1996, signed and seaied by David R. Jarmul, P.E., 10-10-03. Test reports on crawl space evaluation of foam plastic without thermal barrier, prepared by Southwest Research Institute: 6.5.7 BASF foam plastic 3 inches thick 1.0 pcf; and 2 inches thick, 2.0 pcf adhered with DAP 2000 construction adhesive, SwRI Project No. 01-7788- 205[3], Revised April 1997. 6.5.2 Huntsman foam plaslic 3 inches thick 1,0 pcf, mechanically fastened; and 2 inch thick 2.0 pcf adhered with DAP construction adhesiva, SwRI Project No. 01 •7522-405, June 1996. 6.6 Test reports, Testing Consultants, Inc. (TCI), signed and sealed by J. Patrick Callahan, P.E.: 6.6.7 ASTM E 119, two-hour fire resistive limited load bearing wall assembly, TCI No. 203031, March 14, 1992. 6.6.2 Modified ASTM E 108, TCI Project No. 504114, May 5, 1995. 6.8.3 Room corner fire testing with Y: gypsum board thermal barrier and plastic electrical boxes, TCI Project No. 601010, January25, 1996. 6.7 Test report, ignition resistance under radiant heat exposure, AGRA Earth & Environmental, Inc., AEE Job No. C95-5897, January 4, 1996, signed by Robert S Romero and Guillermo A Florentino, P.E. 6.8 Quality Control Manuals for PolySteel(D Manufacturing Plants, prepared by Omega Point Laboratories: 6.8.1 Airlite Plastics Co, Omaha, NE, OPL No. 16583-1, December 2003, Rewsion A. 6", 8" and 10" Waffle- Grid Forms. 6.8.2 Foam Fabricators, Inc., Jefferson, GA, OPL No. 16582-1, July 2003, Revision A, 6" and 8" W affle-Grid Forms. Page 5 of 7 NER-515 6.8.3 Foam Fabricators, Inc., Fort Madison, IA, OPL No. 7.1 This Evaluation Report and the manufacturers 16802-1, September 2003, Revision A, 6" and 8" Flat published installation instructions, when required by Wall Forms. the code official, shall be su6mitted at the time of permit application. Design calculations and details for 6.8.4 Foam Concepts, Ina, Uxbridge, MA, OPL NO 16581- speciBC applications are'required in accordance with 1, January 2004, Revision A. 6' and 8" Waffte-Grid section 4.4 of this report. Forms. 6.9 Manufacturer's descriptive litereture for AFM R- Control Perform Guard@ EPS termite resistant expanded polystyrene insulation. 6.10 Test reports and letters on 4 hour fire resistive testing under ASTM E 119 for 6 inch thick Polysteel Form concrete wall, Omega Point Laboratories: 6.10.7 Test Report, Project No. 8503-106742, January 10, 2001, William E. Fitch, P.E. 6.10.2 Letter report, engineering analysis of variances for tested assemblyto actual field installations. February 6, 2001, John D. Nicholas. 6.10.3 Letter, engineering rational forvarious bead suppliers and ASTM E 119 testing, July 25, 2000, John D. Nicholas. 6.70.4 Letter, engineering retional for Styrochem U.S. Lld., MC 590 beads and ASTM E 84 testing, February 6, 2001, John D. Nicholas. 6.10.5 Letter, engineering evaluation for brick veneer exterior, January 11, 2004, signed by Tim M. Mattox. 6.17 Test report, AFM Perform Guard EPS testing under ASTM C 578 and ASTM E 84, Undenvriters Laboratories Inc., Project No. 94NK29264, November 30, 1994, Karen Foxu-Smith and R.K. Laymon. 6.12 Test data for noncombustibie use of EIFS was submitted for the following companies and protlucts: 6.12.1 Senergy Inc., Senerflex EIFS as described in ICC-Es LegacySBCCI PST& E51 Evaluation Report #9630A and ICC-ES legacy BOCA ES Research Report #97- 86. 6.12,2 SonnebornlChemRex Inc., Sonneborn Flex Wall Stucco System EIFS as described in ICC-ES Legacy SBCCI PST & ESI Evaluation Report #2028. 6.72.3 Finestone, Finestone Peb6letex, Class PB EIFS as described in ICC-ES Legacy BOCA Research Report 96-72.1. 6.12.4 Master Wall, Inc., Aggre-Flex EIFS as described in ICGES Legacy Reports SBCCI PST & ESI #9631A and IC80 ES #ER-5362. 7.0 CONDITIONS OF USE 7.2 The PolySteel@ Forms shall be separated from the mterior of the building with an approved 15 minute Thermal 8arrier, except for crawl space construction as described in Section 42 of this report. Penetrations of the 15 minute Thermal Barriers for piping, conduit, and ducts is limited to steel pipes or steel sleeves encasing non-metallic pipe and conduit and steel ducts. Documentation shall be su6mittetl to the code offcial for approval of alternate methods to protect penetrations of foam plastic. 7.3 PolySteel@ Forms shall be limited to buildings of combustible construction, except as permitted in Section 4.7 of this report. 7.4 PolySteel@ Forms have onty been evaluated as formworkforstructural concrete. Forstructural design see Section 4 4 of this report. 7.5 When the foam plastic forms are used with wood construction, see Section 4.5 of this report. 7.6 Special inspection shall be required as covered in Section 4.8 of this report. 7.7 When used as part of a fire resistance rated assembly Section 4.6 of this report shall apply. 7.8 The forms are manufactured at the following locations: ' • Omaha, NE, by Airlite Plastics Co., 6", 8" and 10" Waffle-Grid Forms. • Jefferson, GA, by Foam Fabricators, Inc., 6" and 8" Waffle-Grid Forms. • port Madison, IA, by Foam Fabricators, Inc., 6' and 8" Flat Wall Forms. • Uxbridge, MA, by Foam Concepts, Inc., 6'" and 8" Waffle-Grid Forms. 7.8 This report is subjecl to periodic re-examination. For information on the current status of this report, cansult the ICGES website. The ICC-ES Subcommittee for the National Evaluafion Service finds that the PolySteela0 Forms described in this report complywith orare suitable alternates to that specified in the 2000 International Building Code, the 2000 lnternational Resrdential Code? the 2002 Accumulative Supplemen( ro the Internationa! CodesTM, the 1999 Standard Building Code°, the BOCAO Nationa! Building Codel1999, the 1997 Uniform Building CodeT'", and the 1998 lnternafional One and Two Famrly Dwelling Code' subject to the following condihons: Page 6 of 7 NER-515 + I r I + ? g j_QF-A ?.o «{ C I 8 I A Ll ? r C SECT10NA? aas ? . ? SECTION B `-8 CA PIAN VIEW 10' SIRAIGHT FORM ? I i SECTION A SECTION OETAIL - C FIGURE 1 £ i SECTIDN 8 i SECTION B American PoiySteel Waffle-Grid PS-3000 Series Form PU1N VIEW 6" S7RAIGHT FORM PLAN VIEW @ 6' COftNEft r,RiGNT HANb 3HOYM) PIAN VIEW 8' S7R41GHT FORM PLAN YIEW C S" WRNER (RI(iHT-11AN0 SHONN} PLAN VIEW @ 10" CORNER (HIG1fFHANb9NO'Mi) SIDE VI EW @ 6", 8', AND 10" FORMS Page 7 of 7 NER-515 4FCr? L? a ? PLAN VIEW 6" STRAIGHTFORM L n- i 1 , ? ' ? I PI.AN VIEW oQ 8" CORNER (MHT-HANOSrpWm) 9 y r s n? a K r x r ? PLAN VIEW 8' STRAIGHTFORM + -1 -'" k -? g ? ? 2 3 4 t : ? ' " _ ...' ' ""' . ..... - : .... .... . ..... . .... ' ? SIDE VIEW @ 6" AN08" FORMS NEI.OE9 MiE CRO55 lIE 1 1?2° 1?8? 5? 7 -7 y ? H z co 7le' z i!z' SEC710NA ENDVIEW ff" FQRM SECTION A END VIEW S" FORM DETAIL B oows IRIPS FIGURE 2 American Polysteel Flat-Wall PS-4000 Series Farm PLAN VfEW @ 6" CORNER . ?wanr.nnrvosrrcxvN? Pf]LYSTEEL 6" & 8" FLAT FORMS BASEMENT WALL VERTICAL REINFORCING REQUIREMENTS 7'- 8" CLEAR ($'-0" WALL) 9'-8" CLEAR (10'-0" WALL) Backfill Height Above 6° FLAT FORM 8" FLAT FORM 6' PIAT FORM 8" FLAT . FORM Top of Slab 30 GROUP 1 45 GROUP II 60 GROUP III 30 GftOUP I 45 GROUP II 60 GROUP III 30 GROUP I 45 GROUP II 60 GROUP III 30 GROUP 1 45 GROUP !I 60 GROUP III 3'-6" NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 4'-0° NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 4'-6` NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 51-0" NONE NONE NONE NONE NONE NONE NONE NONE #4 24 NONE NONE NONE 51-6" NONE NONE #4 24 NONE NONE NONE NONE #4 24 #4 24 NONE NONE NONE 6'-0° NONE #4 24 #4 24 NONE NONE NONE NONE R4 24 #5 24 NONE NONE #4 24 6'-6° NONE R4 24 #5 24 NONE NONE NONE #4 24 #4 24 #5 24 NONE NONE 95024 7'-0° NONE #4 24 #5 24 NONE NONE #5 24 #4 24 ffi5 24 7F5 24 NONE B4 24 95 24 7'-6" #4 24 #5 24 #5 24 NONE NONE #5 24 #4 24 f!5 24 #6 24 NONE #5 24 #5 24 81_0^ #4 24 #5 24 #6 24 NONE #5 24 #5 24 81_61 #5 24 S6 24 #5 72 #4 24 S5 24 #5 24 91_0• #5 24 #6 24 #5 72 #5 24 #5 24 #6 24 g_g• __ __ __ _ -- #5024 96@24 S E.R. #5@24 #5Q24 S.E.R. N07E5: 1. The fuil outside dimension of the 6° Polysteel flat form is 11". The full outside dlmension of the 8° Polysteel fta[ fortn is 13°. 2. Conctete lhicknesses shown are actual dimensions. 3. Wall height is measured from the top of sla6 (T.O.S.) to Ihe top of wall (T.O.W.). See the details on sheets SB-1 and SB-2 tor lhe top of wall localion. 4. All steel reinforcing is to be GraCe 60 rebar. 5. Steel re6ar sizes may be substituted using the follOwing ratios: #4Q12 =#6Q24, #4Q24 =#5@36, and #5@24 =#6@36 Allernative substitutions are to be made using equivalent area of steeL Substituted sizes are not to exceed 48" on center. 6. Horizontal reinforcing is to be a minimum of #4 @ 48" O.C. for atf wall conOltfons. 7. Use concrete wi[h a minimum 28 days compressive strength of 4090 psi. 8. The basement floor slab is to be in place and the first floor framing installed prior to the backfilling of the walis unless adequate temporary bracing is used. 9. The vertical rebar is to 6e placed l'" irom the inside face of the concrete portion ot the ICF wall. 10. See note 1 on sheet SB - 0 forlhe limitations of the structure associated with these tables. 11. Special inspecUon is NOT required for standard wall consiruction bulii in accordance with this tahle and this drawing package, 12. Maximum concenVated vertical Ioad to be applied to ihe wall, such as from girder trusses or 6eams, is 20,000 pounds for the six-inch form and 40,000 pounds for the eight-inch form. This load capacity assumes that all concenlrated loads bear wRh(n the center 4" of the wall. This load Is the acfual load appiied to the wa4i, not a factored toad. 73. S.E.R.: Specfal engineering review is required for these conditlons. REVISED 06/01/04 POLYSTEEL SUPPLY OF MPLS/ST, PAUL 03-6962 UL I tA3 9100 HALTIMORE AVENUE NE, SUITE I12 ?? ? ENGINEERS INC. UL1Effi BLAINE, MN 55449 TA 5201 East R?ver Road Sute 308 acamar Hinnenpolis, Md 55421 Ell'i 01/01104 Phone'•(763) 792-6689 Fnx: (763) 792-90D1 Cp Phone 763-571-2500 Fax 763-571-1168 10/14/2004 11:47 ? PAGE 01 *FAX*FAX*FAX'FAX•FAX"PAX*FAX*FAX`FAX'FAX'FAX"FAX FAX• To; Tom Miklya Company: C,ry?Eagan Fax Number: 651.575.5694 Phone Number. Date: October 14, 2004 Re: Wilwert-Zirnheit Residence Addition: Footing 8 Wall Engineering From: Sean daley Phone IVumber. 783_792.6893 Fax Number: 763.792.9001 Total pages induding this caver page: 3 induding cover page CommerHs; Here is the standard engineering for the footings and wall reiniforcemant of PolySteel brand Insutated Concreta Wafl systems. Note that on 1he footings, wcrst.case scenario is assumed for bearin9 capacitY of the footing soil. Using the foating size prescribed should accommoda4e the worst bearing conditions of qhe soil noted. Regards, LDalen? y Praiect coorainator 7637929001 7637929001 POLVSTEEL SUPPLY MSP 2004 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 Cv 651-675-5675 Please complete for modifications to existing residential dwellings. Date -Ul /z, I oi Site Street Address S? ? ki e Unit # Properly Owner Telephone #?J.? Contractor Telephone # ( ) Address City State Zip & The Appiicant is: wner _ Contractor _Other Alterations to existing dwelling YAdd fixtures to rooms, excluding water softener and water heater $ 50.00 _Septic System Abandonment _Water Tumaround (add $121.00 if a 5/8" meter is required) Other: 1S?t?k? ? Water Softener _ Water Heater $ 15.00 _ replacement _ additional Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ .50 Total . ?_ U LI L ? NOV 1 2 2004 I hereby apply for a Residential Plumbing Permit and acknowledqe that the information is complete and accurate; that the work will be in conformance with the oizJi ances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. _ :7 ? 2-1%?'r,he /?- Applicant's Printed Name Appli s Signature r-i ?I 4 ... ,' ?•?'' 4? tr,• ? ? ' y 1b; J ? ¢?Mo?. ?xIST V Lz?-E - - - - - - io? .? I /5ifLot,e ? , 1 i ?j RESIDENTIAL BUII,DING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 NewConsWCtionReauiremenls RemodeVReoairReauiremen45 , OfficeUseOnlv 3 registered site surveys showirg sq. ft of lof, sq. ft of house; and all roofed areas 2 copies of plan CeR of Survey Recd _ Y _ N (20°k mazimum lotcove2ge allowed) 1 set of Energy Calculatbns for heated addihons Tree Pres Plan Recd _Y _ N 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Reqtl Y _ N 1 set of Energy Calculations Add'dion - indkate Aon-sde sep6c system On-site Sepiic System _ Y _ N 3 copies M Tree Preservation Plan 'rf lot platted after 711193 Rim Joist Defail Opfions selection sheet (bldgs wilh 3 or less units Date ? 0 '`t Construction Co :31 19 1 co Site Address Ler t' l_.L C? K ?. Unitlste # DescripGon oF Work Multi-Family Bldg Y ?N Fireplace(s) v/ 0 _ 1 _ 2 Property Owner (^?n,,?P O 4,- Telephone # ((q5l RMA HOME SERVICES INC. Contractor Home Deopt Installed Sales Address 3200 Cobb Galleria Pkwy., Ste. #200 City Atlanta, GA 30339 State _ 763-542-8826 Zip Telephone # ( ) BC-20268257_ _ , COMPLETE THIS AREA ONLY IF Energy Code Category - Minnesota Rules 7670 Categorv 1 . Residential Venhlation Category 1 Worksheet (J submission type) Submitted • Energy Envelope Calculations Submitted A NEW BUILDING Minnesota Rules 7692 . New Energy Code Worksheet SubmiKed Have you previously constructed a building in Eagan with a similar plan2 _ Y _ N fee applies. F77M Licensed Plumber Telephone #( Mechanical Contractor IULI OCT 2 0 2003 I U)I Telephone #( Sewer/Water Contractor I13Y I Telephone #( If so, 25% plan review I hereby apply far a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an applicafion 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 appro al of plans. /.??0.?Son 1 Applicant's Printed Name plicanYs Signature .. . Installed Siding and Windows LTMITED POWER OF ATTORNEY CUUNTY OF COBB STATE OF GEORGIA KNOW ALL PEOPLE BY THESE PRESENTS: THAT I, David N. Katz, a resident of Montgomery County, Pennsylvania ("Principal"), and a licensed contractor of RMA Home Services, Inc., DBA Home Depot Installed Sales loca±ed at 660 Mendelssahn Avesue North, Gmld4-n Valley; rhN 55427, having a license number ofBC- 20268257, do hereby appoint, name and constitute Elder-Jones Building Permit Service, Inc. ("Agent") as my true and lawful attorney-in-fact and do authorize and grant said attorney-in-fact for me and in my name, place and stead the power to execute, acknowledge, sign and deliver (in such form as may be required by the municipality) a permit application, or any other instrument(s) which may be necessary and appropriate, in order to obtain the proper permit(s) from the City of Eagan, Minnesota for the installation, maintenance and repair of windows and siding (the "Work"). The powers conveyed to the Agent by this Limited Power of Attomey are lirnited solely to the express powers delineated herein and apply solely to the Wark. This Limited Power of Attorney shall expire and automatically be revoked on the 21 st day of May, 2004, which date is one year from the execution hereof. Further, the powers conveyed by this Limited Power of Attorney may be revoked by Principal at any time by express revocation and shall also be revoked by the Principal's death, disahility, incapacity or incompetence. I??T WI"?_'NESS WHEREQF this Limited Power ofAtterney is executed this 21 st day of May, 2003 t e _.y. David N. Katz SWORN TO AND SUBSCRIBED BEFORE ME by David N. Katz on this 21st day of May, 200? Notary P ic in for the State o eorgia b1y Commission Expires: January 21, 2006 3968ffi.v3 Proudly soid, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 • Phone (770) 779-1300 • Fax (770) 984-0709 • Toll free (800) 79-DEPOT ^ •[ if .. . ..i ? r . ? . , • `? C? T ?? . . ' Sa ? .. ( . / L I+ 4 t r ??_....o_._..._..?...._._.,? ? ?'' ...,,,i..'_._??'• ? ,.Y .??`-' ?-? ,?., ------------ - - ? --- -- ? - - ? --- - ' ? e ? . ' . ='k.f ?i ? "'.1?? • ??:t'c.'iSii.J.° ii+., ? fiii ..: ? O .??i1??'?e? L? . ? - ? ,. .. . , . -?------ , ?- , . ? . , , SCAIE I?I _ L?/l I REVISIONS BY DATE ? Ll , oAre 7a I[1 on?w cKo O p wr vo. C [7 TITLE NO. Z Z ? a' m MASTER CARD STRUCTURE AND LAND USED AS Permit No. Issued Issued To Contractor Owner BUILDING ,???30 /o • f ? PLUMBING I / CESSPOOL - SEPTIC TANK Ko n,/" W WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER I OTHER I Items Approved (Initial) Date Remarks Distance From Well FOOTING ? . d SEPTIC FOUNDATION 9 CESSPOOL FRAMING q-??..7> TIIE fIELD FT. FINAL ELECTRICAL I HE,qTING I _ DEPTH OF WELL GAS INSTALLATION SEGTIC TANK CESSPOOL DRAINfIELD I PLUMBING WELL SANITARY SEWER Violations Noted on Back COMMENTS: OWNER I-?& u w I? ?I - ._ ZO% ? s ,53 q 7 (o RESIDENTIAL BUILDING PERMIT APPLICATION cinr oF eacwu 3830 PILOT KNOB RD, EACAN MN 55122 651-881-4875 New Conatructbn HeauiremeMs • 3 regislered sAe surveys shaxing sq. ft of bt, sq.8. of house; and all roofed areas (20% mazimum bt coverage albwed) . 2 copies ot plan showeg beam & wln0ow sizes; poured found tlesign, etc.) . 1 set W Ene(gy Calculations • 3 capies ot Tree Preservatbn Plan tl bt pletted after 711/93 • Rfm Jolq Deteil OpGOns selectbn sheet (bl0gs wdh 3 or less unHS) DATE ? - '1 • OZ I`?? ? -5 HamotleUNeoelr Beaulremenle . 2 wpies ot plan • 1SetofEnBrgyCelculationslorheatededditbn5 • 15iteSUrveyfareMerioratltlillons&tlecks • Intlicate il home serveG by septic syslem tor additbns bz). VALUATION% ?i SITE A?DpD,yR?E. \S 1S LUNE c??k R-D MULTI-FAMILY BLDG _Y ?W NP?C3FWQRI9ZP-COF ';16L6 __ FIREPLACE(S) _ 0? 1_ 2 APPLICANT AMCP-ICAw 1?IC?1{?IC-i CO'N? 12F1C1U?5 1?JC - STREETADDRESS W\Cc\\lE AUe.S CRY,?iUrt?1U-? STATE ?•? ZIPsa-33-4- TELEPHONE # 69s-CELL PHONE #(1s7)ciZG -\?US FAX # q sz '; ?j ?, PROPERTYOWNER -?f)RZAt1 ??Qn1He?? TELEPHONE#?CSti?88s'?v?8 COMPLETE THIS SECTION FOR °NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNFSOTA RLJLES 7670 CA'IFGORF 1 MINNESOT I c (d submission type) . Residential Ventilation Category 1 Worksheet Submitted • Ne T @y ?d'V?be ! • Energy Envelope Calculations Submitted ? JUL 2 3 2002 Plumbing Conhactor. Plumbing system includes: Mechankal Conhacfor. Mechanical system includes: Sewer/Water Contracror: Air Conditioning _ Heat Recovery System Phone # Phone N Fee: $70.00 I hereby acknowledge that I have read this applicatlon, state that the information is correct, and agree to with all applicable State of Minnesota Statutes and City of Eagan Ordinances. _1___ ? Signature of i OFFICE USE ONLY _ Water Softener Water Heater _ No. of Baths _ Phone # Iawn Spruikler No. of R.I. Baths Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4l02 MNCheCk COMPLIANCE REPORT ntinnesota Energy Code MNcheck Software version 3.0 COUNTY: Dakota STATE: Minnesota ZDNE: 2 CONSTRUCTION TYPE: Single Fdmily DATE: 9-6-2001 PROJECT INFORMATION: TONY & SARAH ZIRNHELT COMPLIANCE: PASSES Permit # Checked by/nate Required UA = 78 vour Home = 76 2.6% setter Than Code Area or Cavity Cont. Glazing/DOOr Perimeter R-ValUe R-Vdlue U-Vdlue UA ------------------------------------------------------------------------------- CEILINGS 384 38.0 0.0 12 waLLs: wood Frame, 16" o.c. 396 19.0 2.0 22 GLAZING: Windows or ooors, Above Grade 65 0.330 21 nooRS 40 0.330 13 Cw4WL: concrete 39" ht/ 33" bg/ 39" insul. 182 18.0 COMPLIANCE STATEhiENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy Code. Builder/oesignerl!/2/N? oat ? d 8 5 ;1i "..'i j''?v? .. . . . tA.,, i; ,;. y3;.?:??-i•-,?: ? ;.?:? .,?.._,: , , ?, ? ? ' ?' L '?+ I ??' n? ? } ?? ? ~ ?4 ? ?.?V ??i . i ? Iyi 1 ; ? ? _ Y ? i;1? ? ;.,;;;?;?t ? , ? f??„ ial•it ':?f???.a ,. . r? ? .. ik ri 1 ??i .,.i 1? 1411?}?? ? ?'? " ' • 3, ' . I ? 1 ) I ? ? ?;' _? : • ?: ? ; ?I;•' [?'i ' ., ,C, .y ... ? : . .:.a ,. Ci 9 r 4. ? ~' ?? ' , •; +.' , ? ? . , ? ? ? . ? ?. ; ? ...... .........._.._?...,.: .?.... .__....... , .. _. . ..... ...... . ?....._w_..?.. ... ? ? . ? 1 ? ? ? ' I ' ` • i ? 4. ? , .,;.,; .? ? '?.."! 1 ?, f ?, . E YF3d ? • ?•' EAGEiN TOWNSHIP 3745 Pilot Knob Road St. Paul, Min,nesota 55111 Telephoae 454-5242 PERMIT FOR 5EWER SERVICL CONNECTION naTE: _naY 14, iq6q OWNER• Don Taylor NorBEa 398 P.ddress 1515 Lone Oak Road ?60-()6 2,?. PLUMBERSou.hvi w ni ion TYPE OF PIPE t-I -aw s Tron ? DESCRIPTION OP BUIIAING Industriail Commerciall Residential I Multiple Dwelliag I No. of uaits Location of Connections: Connection Charge20.00 Account Deposit Permit Fee Street Repairs Total Tnspected by: Date Remarka• Bq Chief InspecCOr In consideration of the iasue aad delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Sagan Tox•mship, Dakota CounCy nnesota Zc' $y? ? . (? South 'e anitation Please notify when ready for inspection and connection and before any portioa of the work is covered. EAGF.N TOWNSHIP 3795 Pilot Knob Road St. Paul, Mianesota 55111 Telephone 454-5242 PERP'IIT FOR WATER SERVICE CONNECTION Date: Mav 14, 1969 Number: 274 /. 0- P/4' Billing Name:Don Tavlor Site Address: 1515 Lone Oak Road Owner• Don Taylor Billing Addreas Plumber; Southview Sanitation Account Deposit T5-.00 pd. Meter No.6818551 Permit Fee 7 Meter Reading111000 Meter Dep. Meter Sealed: Yes- lAdd'1 Chg. NO ' Total Chg. Building is a; Residence ? P4ulCiple N0. Uni Commercial Industrial Other Inspected by Date Remarka: By: Chief Inspector In consideration of the iasue and delivery to me of the above permit, I hereby agree to do tte proposed work ia accordance with the rules and regulations of Eagan Township, Dakota County, 1esota. By• ' ? Sou ' w Sanitation Co. So. St. Paul, Minnesota Please notify the above office when ready for inEpection and connection. • LAW OFFICES ? LeVander, Gillen, Miller & Magnuson 402 OROVERS BANK BVILDING • 633 SOUTH GONCORD STREET SOUTM ST. PAUI. MINNESOTA 55075 • TELEPMONE (612) 451.1831 3 December 4, 1978 /0D-DU 2dhndar lbec Mayor and Members of the Eagan City Council Eagan City Hall 3795 - Pilot Knob Road Eagan, Minnesota 55122 Re: Ralph Wohlers - Donald Taylor ta,u¢ Da/C /eoad Variance Matter Dear Mayor and Members of the City Council: In your review of the above-referenced matter, I kindly ask that you consider the attached memorandum. Very truly yours, Timothy J. Kuntz HAROLD L[VANDER ARTHUR GILLEN ROGER C. MILLER PAUL A. MAGNUSON HAROLD L[VANDER. Jn. PAUL H. ANDERSON TIMOTHY J. KUNTZ ' OANIEL J. 6EESON TJK:cj Attachment WOHLERS - TAYLOR VARIANCE MATTER 1.) Ordinance 52.05, subd. 2, subsection RR defines a "Lot of Record" as either a plat or parcel of land the deed to which has been recorded prior to adoption of the Ordinance and which met the minimum requirements of city and state law in effect on the date of recording. 2.) The North 300 feet of Lot 17, Zehnder Acres, together with an easement for roadway purposes over the West 15 feet of that part of Lot 17 lyinq South of the North 300 feet is a "Lot of Record." 13 3.) The subject lot contains approximately 12"F Acres. 4.) The subject lot is platted as part of Zehnder Acres. 5.) The North 300 feet of the lot became a separate lot or parcel approximately 14 years ago when it was separated from the South part of Lot 17. The deed of conveyance was on or about April, 1964. 6.) Thus, because this parcel was platted and was a separate entity or indentifiable lot prior to enactment of Ordinance No. 52, this tract became under Ordinance No. 52 a"Lot of Record" as so defined by the Ordinance. 7.) Be mindful that this "Lot of Record" contains, in addition thereto, an easement for roadway purposes over the South part of Lot 17. 8.) Prior to adoption of Ordinance 52, I understand that the subject lot was in all respects a buildable lot. 9.) Consequently, when the lot was bought and sold, it was done so with the easement for roadway purposes. 10.) In short, I understand that prior to Ordinance No. 52 the / owner could have built on this "LOt of Record" in light of ? the fact that the owner had the roadway easement. 11.) What must be understood is that prior to Ordinance No. 52 was buildable; now according to the literal reading of Ordinance No. 52 the lot has become unbuildable. 12.) Certain other facts about the subject should also be noted: a.) the lot is zoned R-l; b.) a single-family dwelling is proposed to be constructed on the lot; 1-3 c.) the lot does have approximately Acres of land; d.) water service has been stubbed to the subject lot from Lone Oak Road; e.) sanitary sewer is available to the subject tract; f.) the subject lot has been assessed for water area and sewer trunk line in 1972; g.) the orientation of the homes to the west of the subject lot indicate that the most orderly and logical manner of developing the subject lot would be to "mirror" the development to the west. Directinq your attention to the attached lot sketch, you will note the Huntley and Marich residences are oriented so that their garage and driveway access is to Whitby Drive leading to Lone Oak Road. The subject lot would have its garage and driveway access to the 15 foot roadway easement leading to Lone Oak Road; the 15 foot roadway easement for the subject lot would run parallel to and adjacent to Whitby Drive, which a private roadway of 10 feet in width; h.) in viewing the subject lot and given the location and orientation of the adjacent residences, it is obvious that this particular lot is the last and only remaining lot to be developed in an overall tract comprising the Huntley, Marich, Brauer and Olson residences. Given the orientation of the Huntley and Marich residences and given the fact that Whitbey Drive is in place, the logical develop- ment of the subject lot requires a"mirroring" of the residences to the west, both in terms of structure location and roadway location. i.) the subject lot meets all zoning requirements save and except frontage for 60 feet on a public street, although it should be noted that the South part of Lot 17 has frontaqe of 200 feet on Lone Oak Road. - 2 - 13.) What the owners are applying for is a variance because of Ordinance 52.06, subd. 4 which states in part: A duly created lot of record shall be deemed a buildable lot provided all of the following are met: A,) The lot shall have a minimum of sixty (60) feet of frontage on a public street or the lot shall have been approved in platting a condominium project or an attached dwelling project wherein a contiguous lot, owned in common, provides said frontage. 14.) Under Ordinance 52.09 and amendments thereto, the Council has the authority to qrant a variance where "practical difficulties" or "particular hardships" exist. If the Council determine (1) that "soecial conditions" apply to the subject lot which conditions do notapply generally to other land in the area, (2) that the variance is necessary so that the owner thereof may enjoy the full and beneficial uses of the property and (3) that the variance will not: (a) Impair an adequate supply of light and air to adjacent property. (b) Unreasonably increase the congestion in the public street. (c) Increase the danger of fire or endanger the public sa£ety. (d) IInreasonably diminish or impair established property value within the neighborhood. (e) Disrupt the traditional practices or social cohesive- ness of the community. (f) Or in any other way be contrary to the intent of this ordinance or other applicable ordinances of the City of Eagan. then the Council may grant a variance. 15.) I respectfully suggest that all the ingredients for granting a variance exist in the instant case: a.) without a variance, the lot is unbuildable under a literal reading of Ordinance 52.06, subd. 4; - 3 - b.) without a variance, the subject lot has no practical or beneficial use; c.) a variety of "special circumstances" or "special conditions" exist: l.) the lot is a lot of record 2.) the lot has been bought and sold with the 15 foot roadway easement; 3.) water service has already been stubbed to the lot; 4.) the lot is the last and only remaining lot within a tract comprising the Huntley, Marich, Brauer and Olson residences; 5.) given the location of the Marich and Huntley residences and given the existence of Whitby Drive, the most logical development of the subject tract is to "MIRROR" the structure and roadway locations existing to the west; 6.) the "mirroring effect" will enhance the values of adjacent property because this effect is orderly and commensurate with what now exists. d.) a variance will not cause any of the problems listed in Ordinance 52.09, subd. 3(B) (4). e.) I understand that there is no objection from the adjoining landowners. f.) prior to Ordinance 52, the subject lot was buildable. - 4 - 2US7LIC 1-1II1S ,21ch?#,,/d •11N411rv 20Gf Gt/fi?'f!N L}? • 0 Oc'vil geolch JA 2s- A/h: tby Dr• L2wpmcie W. 5-auer /S33 Goh e OaJ< Q "N.3oa' , LoT /7 ' 2F_1-11v,OE2 A G2? 5 " c%hH d• t/urPwi'Gz _ ?. B. T v%r isr?Goye Oek V ` fl/f? e?I' 13 D/?on i 921 core Oak i ? ??Hrray oa. ,..?' - LONE OAK 2oA0 • SEVERSON, WILCOX & SHELDON, P.A. LARRYS SEVERSON' JAMES F. SHELDON J. PATR]CK W7LWX• TERENCE P DURKIN MICHAEL G.DOUGHERTY MICHAEL E MOLENDA•• A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW 7300 WEST 147TH STREET PO. BOX 24329 APPLE VALLEY, MINNESO'PA 55124 1'ELEFAX N1IMBER 432-3780 I6121 432•3136 PAUL J. STIER ISENNETH R.'HAI.L °'SC01T ?. JOHNSI'ON JOSEPH P. EAALEY " MARY L GOLII{E IAREN M. 50LFEST `AL50 LICEYSED IN IOWA ••AL30 LICENSED IN WISCONSIN ...y,SO LICEFSED IN NEBRASI(A October 10, 1989 Mr. Gene VanOverbeke Eagan City Clerk 3830 Pilot Knob Road P.O. Box 21199 Eagan, NIN 55121 RE: Pressure Reducing Valve Agreement and Access Easement Agreement Prettyman Heights Addition Our Eile No.: 206-7108 (OOE) Dear Gene: OFCqLNSEL JOHN E Vl7KELiCH In connection with the above matter, I enclose oriqinal recorded Pressure Reducing Valve Agreement - Document Number 905746 and Access Easement Agreemen?- Document Number 905747 for the official City records. Tv vKea? If you should have a question, please feel free to contact me. Thank you for your consideration and cooperation in this matter. yours, % SEVE ON, WILCOX & SHELDON, P.A. Roxann Duffy Legal Assistant RSD/djk Enclosure HSIGHTS PRBSSORE RBDQCING VALVS T\$ S,AGREEMENT, made and entered into the /&day of , 1984, by and between the CITY OF EAGAN, a Munici ali of the State of Minnesota, (hereinafter called the CITY, and the Owser and the Developer identified herein. The terms "Developer" and "Owner" as used herein refer to SKYLINE AEIGHTS PARTNERSHIP whose address is 1480 Skyline Drive, Eagan, Minnesota 55121. WHEREAS, the Developer has applied to the City for approval of the plat or subdivision known as PRETTYMAN HEIGHTS, located within the City; and WAEREAS, the Owner and Developer agree to notify potential buyers of all lots within PRETTYMAN HEIGHTS that all lots (Lots 1 through 18, Block 1, Lots 1 through 4, Block 2 and Lots 1 through 4, Block 3) are in a high water pressure zone and a pressure reducing valve shall be installed in each home below the elevation of 875 feet. All costs shall be the responsibility of the Owner and Developer and shall be installed to prevent damage due to high water pressure. NOW, THEREFORE, the City, Owner and Developer agree as follows: 1. gecordina. This agreement shall be secorded with the Dakota County Recozder so as to provide notice to the owners of all lots within PRETTYMAN HEIGHTS (Lots 1 through 18, Block 1, Lots 1 thsough 41 Block 2, and Lots 1 through 4, Block 3). The owner shall provide and execute any and all documents necessary to implement the recording of this agreement. 2. Notice. The recording of this doctnaent shall constitute notice to all ownets and future ownets of property in PRETTYMAN HEIGHTS that all lots (Lots 1 through 181 Block 1, Lots 1 through 4, Block 21 and Lots 1 thsough 4, 81ock 3) are in a high water ptessure zone and that a pressure reducing valve shall be installed in each home below the elevation of 875 feet. All costs shall be the responsibility of the Owner and Developer and shall be installed to prevent damage due to high watez pressure. 3. validitv. If any portion, section, subsection, sentence, clause, paragraph or phiase of this agreement is for any reason held to be invalid, such decision shall not affect the validity of the semaining portion of this %.ontract. 4. Bindinq Agreement. The parties mutually recognize and agree that all tecros and conditions of this recordable agreement shall run with the land herein desczibed and shall be binding upon the heirs, successors, administrators and assi9ns of the owners and developers referenced in this Contract. IN WITNESS WHEREOF, we have hereunto set our hands. CITY OF E GAN OWNER AND DEVELOPER: (Date: H% _) SKYLINE HEIGHTS PARTNERSHIP gy; Its Mayor Attest: Its erk STATE OF MINNESOTA) Bv: ?--_: - COUNTY OF? ??? -? )) ss. On this Y-7-?+day of 19891 befose me a Notary Public within and for said Count pe sonally appeared VICTOR L. ELLISON and E. J. VanOVERBEKE to me pers ally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clesk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayoz and Clerk acknowledged said instrument to be the free act and deed of said municipality. /I I ?l i/4 ! . • MAAI! 1'J L? c?EtiN!u NO'DAAHY PU"KOTLIC - SO',A } A C?UtJTY j?j?,i; ?:? My Conun?°•.on ExD f:E 8 1'?33??2S (?.wtMK?ItHICfM?•': t !1 ?-! f N.' /? -2- ? . ? STATE OF M INNESOTA) F ss. COUNTY 0Y On this day of L/ , 1989, before me a otar,y Pub?.ic w't }? nd for said ounty, personally appeared ?f-7?C.E-iC l. 71??1?CL?7 alyd to me ? personally known, who, being vach-by me duly sworn to bebpartner of ? the Partnership named in the foregoing instrunnent, arttYtt ?•_ i i i ca.,. ..,,oa of-vAi'a z'r*nA*ighiP 8[SCj that % said instrwne,pt was si n d a? gd sealed on behalf of said Partnership ?/ by said ?FZ%CiC?t? l. ?/??tl?C[=7/.?r ?y?.- and /th' acknowledged said instrunent to be the free act and deed of the Partnershiv. DENISE J KOENCK ? M01MV Kluc Orm Counr. Om W C? f? fw l?M7 APPROVED AS TO FORM: y Attotngy' re: APPROVED TO Xd4' Public Works Department Date: 7-/f 41 THIS INSTRUMENT WAS DRAFTED SY: McMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 MGD -3- ??OCP 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for-modifications to existing residential dwellings. ?Qb Date Site Street Address 1515 Gt.4C ?/"?, S??a v?'/ l 1 Unit # Property Owner Telephone # kq) Contractor Telephone # ( ) Address City State Zip The Applicant is: ?pwner _ Contractor _Other Alterations to existing dwelling $ 50.00 Add plumbing fixtures. This fee includes putting in a water softener and/or water heater at the same time. If vou are installina onlv a water softener and/or water heater, do not complete this section. Move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _Water Turnaround (add $125.00 if a 5/8" meter is required) Other: _ Water Softener ?ater Heater $ 15.00 ?_ new replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ ` ? ? I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. 96UVM -7--1 r-A ? e CZ__ Applicant's Printed Name ApplicanYs Signature ?-7 db"l/ 2005 RESIDENTIAL MECHAIVICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & rownhomes/condos when permits are required for each unit P2O. Date ? / ?? l 0 ? Site Address /5/?E LDn Q OaJ<? Unit # Property Owner 1?/ ?7'elephone # ( e??X Contractor Street Address City State Zip Telephone # ( ) Bond Expires: The Applicaot is ? Owner _ Contractor _ Other Add-on or alteration to existing dwelling unit $ 30.00 furnace _Additional _Replacement air exchanger ? air conditioner - New -Replacement other State Surcharge $ 50 Total $ 30' I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Mechanical Codes; 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 appr9ved plan in the case of wark which requiresAreyiew and approval of plans. ?-? 17 , XMrGU+-\ /jYAALl? Applicant's Printed ame ? A ic t's ignature 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please compte[e for. commerciaVindustrisl huildings multi-family buildings when separate pennits aze not required for each dwelling unit Date Site Street Address ? ? i s- L Dr('e 0a,<1QxJ ,z?// Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone #?'J? )? l 7 Y. Contractor Street Address City State Zip Telephone # ( ) Bond #: Expires: The Applicaot is _ wner _ Contraccor _ Other Work Type New Construction _ Underground Tank _ Install _Remove "*see below Interior Improvement _ Install Piping _ Processed _Gas Nature of Work: "When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Pe1'IOit Fees: $70.50 Underground tank installation/removal $50.50 Mindmum (includes State Surcharge) or Conhact Value $ x 1% _ $ Permit Fee • If permit fee is $1,000 or less, add $.50 => $ State Surcharge If permit fee is over $1,000, add $.50 for every $1,000 pe rmit fee $ Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; 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 wiil be in accordance with the approved plan in the case of wock which requires a review and approval of plans. .?-?'??? Applicant's Printed Name Applicant's Signature Approved By: Inspector Date: Anthony and Sarah Zirnhelt 1515 Lone Oak Rd. Eagan, MN Oct 18, 2005 City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Attn: Scott, Plumbing Inspections Re: Permit Number: EA068048 I am writing to verify, per your request, that I am aware that the clean-out for thc island sink vent is accessible from the crawl space, rather than under the sink. This arrangement is acceptable to me. Thank you for your consideration. Sincerely, IIJAUC -.-h 1?p? Sarah Zirnhelt Property Owner ~1 ~ t~ s~. ~ ~ ~ s~ ; , - , _ _ + . ~ - ~ t~ ~ ~ ~ ~ e~ ~ ~ ~I~~~~~°~~~~~ ~ ` 1 3 _ _ _ - - AE ~ AE ARCHlTECTURE ; - - ~ ~ -m--~.. 5964 5964 Oliver Avenue So. ~ ~ MlnnE I M9nneapolis, MN 55419 , ~ aearc aearchitscture@wans.net i ' Ii I Y° ( ~ P bt: p 612 922 2680 • , ~ \ f 61, f 612 922 2681 ~ °4' I ; c 61; c 612 396 4556 ~ I i . ~ ~ . ~ ~ ~~~lA,~ ~ _coWu.TArts:._.....__.._.._......._.....------- ~ ~ ~ ~ . 1 _ . _ . ~ I ~ - E ; i ~ _ I ~ ~ ~ _~~:~_~..H. ~ ~ i I i 1 ~ .m____._m....~. ~ , , ~-(p - 0 10'D i ~ , ; , ' _ ~ , ~ ------_-.__..-----______!-Y - ~ ~ ~ ' i , . ~ ~ ~ ~ f _ 0 , ~ ~19 i , _ ~ , > _ k _ , ~'ta~ - _ . . . . ~ I f a - - _ - _ _ _ ~ ° i ~ _ - ~ ( ~ ~ i _ . ~ ~ ~ _ . _ . _ _ , 19 o~i ~ MARK: DATE i,">StE FOR: ~ ~ ~ ~ ~ • ~ ~ J~ l~ " - - .4 _ ~ ~ ~ ` ` - ~ ~.a N~ _ ~ " ~R a . , f _ , ~ j ~ : , - ~ ' i ' i I I Mreby cOrtdy tiat th~a pbn. 6pOG1}ICatlOn, or roporE ' . , ~ + ~A ~ , v_ 5J . - a~t~~a Hos prsporad 4J me or uncler my Olrect xperv7ston anq thot f an a lKerood ProlnslmN Mch~tect wrL~ tMe Imw o! ths 3tate oi rtlr~nemota . to-o - - _ - - ; , , ~ ~ ~ _ _ _ ~ ____w_.__ _ ~ _ STAN 1 ROSS Regbtratbn No. ~ _ ~ ~ _ I ~ } w a~w W QiARGE 5JR 9 ~ DRAWN BY: ~ t ~ pHEC.KED 8Y: 5JR ' . ~ ~ T E~t~ ~ 108 NO: o ~ C~+ ~~t~~n~~ °Ai~._ _ _ _ DKIE l 4-~°- ~ ~ ~ ~ ~ ~ ~ ~ ~r~~. . . ~ ~ °c ~ , ~ e ~ r~o~c . ~ i~~', ~ ~ P~, ~,V PROJWT ?fRE: ~ 1 U~~- _ ~ _ _ . _ 4 1 nJ~ ~ ~ ~ _ ~k~~t~°°~3'c.t°~"~" ~~~'~,o t515 t5i5 ~..o~~ aA~ IZp ~ I ~G ; ~ . ~ ~ swff nn.e ' ; ~ ~ 1' ~ - ` L-A e4 I 1 .a, r ~ G. n, ~ ~ ~ ~ îúî ÿþ þýý üûûú ùýý íòè ð ùòñÿ ääð þýö ýüûúùø÷ö õ üúùø ÷ ÷ö õ ôöõóøò ñü ü ðìüøù ïÿ ýîü òø ëò ò îü ò û ò êé ÿööøÿ þé é òÿ ý øêé é øé ê ûòè îü ûùö ÿéòùò ê íæðåæääêäêä õù ýü æêãêã çüðþê ôó öòñ øø óö ù ï ãüùó÷ ìó ó ë ôð ÿ ô àâßâ ûùöÿë øø é ò ÿ òøùöøøûý é ýü ùé ÿì ê øøõ òýÿü üùýÿü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fDM+,'KBD,&$+,'1$.M;+,I),O,='E'H+B,O:$ W6!X'2,:B,D+,D$'1DB&@D=!W!W',:'LD&'C* \[:@'\]>:'E\[''WWF"XYDID,'E\[''WW!"! S(!"\\'(4F5F"XW'e(!S(W!\\'77F57X6( 2'O:B:;='D%&,@$:*I:'OD'2'ODN:'B:D*'O+9'D>>$+%D+,'D,*'9D:'OD'O:'+,0BMD+,'+9'%BB:%'D,*'DIB::''%M>$='@+O'D$$'D>>$+%D;$:'-D:' 0'E+,,:9D'-D.:9'D,*'/+='0'YDID,'LB*+,D,%:9P )>>$+%D,A1:BM+:: '-+I,D.B:299.:*'#= '-+I,D.B: Use BLUE or BLACK Ink ----------------- I For Office Use 1 ( r I I __�• }_ � 2e--- � Permit �� City of RECEIVED IILA I Permit Fee: 1 3830 Pilot Knob Road I Eagan MN 55122 DEC 71 M i pate Received: Phone: (651) 675~5675 Fax: (651) 675-5694 1 Stats: -----------------J 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: .2 f Ii� Site Address: tS 5- L-ONi: o4x, kAoa Unit #: Name: ?,\iqwT Phone: 6 f Z.' 73-y3q Resident/ Owner Address /City/Zip: Lx* 131 OA} Applicant is: Owner )c Contractor Description of work: ►°hier.t+� a'' rhb^� �� If �eN w�cer��p,ry 1" �- ,� ,.b - Type of Work ,,i`..{i n"., r C�ey RT2 t�cC int3�°k '.iu/�^4s lt'�Q� Pow, trl'v 4'4Hs Construction Cost: Multi -Family Building: (Yes 1 NnX Company: CS -q C_ LAC. Contact: cl'T--4L Contractor Address: 2440 P��w."qCc�.� ra4tiiP, flr . City: State: MN zip: Phone:02-2-7fIg Email: _ r_ I'- �,5v dp.,e k l-(ae►rq License #: Lead Certificate #: IVJA If the project is exempt from lead certification, please explain why: X .2 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classed as non-public If you provide specific reasons that would permit the City to conclude that thM are trade secrets. CALL BEFORE YOU DIG. Cali 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.qopherstat necail. n I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X Applicant's Printed Name Applicant kgdature Page 1 of 3 5 L f `"L 6k. OT WRITE BELOW THIS LINE / FVC E SUB TYPES Foundation Single f=amily _ Multi 01 of Plex WORK TYPES New _ Addition Alteration Replace Retaining Wall Fireplace _i Garage _ Deck Lower Level Interior Improvement Move Building Fire Repair Repair Porch (3 -Season) Exterior Alteration (Single Family) Porch (4 -Season) Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) Miscellaneous Pool Accessory Building Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Egress Window Water Damage "Demolition of entire building — give PCA handout to applicant DESCRIPTION _ Valuation At 4W Occupancy .7!flG�I MCES System Plan Review Code Edition via SAC Units (25%_ 1000/P) Zoning City Water Census Code k 3Y Stories Booster Pump - # of Units j Square Feet PRV # of Buildings 1 Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings tAdd4aerr}244-124-'®'u Foundation Roof: _Ice & Water _Final Framing Fireplace:.Rough In _,,'bAir Test Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Meter Size: Final 1 C.O. Required Final 1 No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Pool: _Footings Air/Gas Tests Final Drain Tile Siding: _Stucco Lath Stone Lath Brick Windows 4 Retaining Wail: _ Footings _ Backfill Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: Reviewed By: , Building Inspector RESIDENTIAL FEES 37 ft A t- pth ( �p� (, 7'10 Base Fee Surcharge Pian Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 87 7 W{Arpowf X30 = a o 7 Page 2 of 3 City of Eapi 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 4g3- ( . Permit Fee: 60 - Permit #: Date Received: Staff: 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 12/30/2015 Site Address: 1515 Lone Oak Road Tenant: J Suite #: Name: Sarah Zirnhelt Phone: 651-994-9876 Address /city /zip: 1515 Lone Oak Road, Eagan, MN 55121 7 (/' i Name: Self Performed License #: Address: City: State: Zip: Phone: Contact: Email: New 1 Replacement _ Repair Rebuild _ Modify Space _ Work in R.O.W. Description of work: Bath Plumbing, Fixtures, shower valve, install bar sink, ice maker line and dishwasher RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment Water Softener ✓ Add Plumbing Fixtures ( Main / 1 Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes State Surcharge) *Water Turnaround (add $280.00 if a 3/4" meter is required) $115.00 Septic System New (includes County fee and State Surcharge) TOTAL FEES $ 60.00 CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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 of plans. )(Sarah Zirnhelt Applicant's Printed Name Digitally signed by Sarah Zirnhelt Sarah Zirnhelt 09emem cn=Sarah Zirnhelt,°, ail=sara h.zirnhe It@slreamwo rksm n.com, c=US X Date: 2015.12.30 13:19:49 -06'00' Applicant's Signature • FOR'OFFICE"USE Gas Te Meter Related Items: Meter Size Radio Read Manometer Staff Use BLUE or BLACK Ink I- For Office Use Permit#: /17-/6-70(7 City of Eaaall Permit Fee: 6‘ C9 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 Staff: buildinginspectionsOcitvofeagan.com � 2017 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Site Address: ]S i S 6-ok.e. 0 ± A el Tenant: Suite#: Res der ti wner Name: Phone: Address/City/Zip: Name: C L l C, License#: l ) LI Contractor Address: Lf Z �' r� l ct - City: 1"4 'Arnett p1a't s jtl State: /J Zip: C59/-7 Phone: (7 Contact: 1\44. Email: CC.0 C�IR-tG i+ 49 G [M SG (co frk New X'Replacement —Repair —Rebuild _Modify Space Work in R.O.W. Type of Wcrk — — A-3t.t...J r �T v v�e S \ 1444- � h ': Description of work: ��:-;; c 4; 44-1-11 I(L 73 71A IZ":11 ii RESIDENTIAL Water Heater Lawn Irrigation( RPZ/ PVB) Water Softener Permit Type 3 Add Plumbing Fixtures( Main/—Lower Level) Septic System New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround*(includes State Surcharge) ``Water Turnaround (add$280.00 if a 3/4"meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 5`Ir' Applicant's Printed Name Applicant's Signature i.� FOR OFFICE USE Reviewed By .' i, x Ba • Required Inspections: Under Ground Rough-In Air Test= as Test Final Meter Related Items Meter Size Radio Read Manometer Staff, Use BLUE or BLACK Ink —011 For Office Use j P::t 4011'' Clty of Eakall CC PFee: . 3830 Pilot Knob Road T Eagan MN 55122 Date Received: Phone: (651)675-56754gr buildinginspectionsacityofeagan.com Staff: sae 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: // or--7 /7. Site Address: l5 « L.-0"0 4)01a 6 AK Qv) Unit#: Name: ‘-r---0 Kyr Phone: i`2 7 c) S 7 Resident/ Owner Address/City/Zip: I.Sk j i_ D At( \&() a4 e) tv0 Applicant is: Owner ,._ Contractor Type of Work Description of work: 'Re- -a 11DC_ Fb 7th tP 4—LUctNSZ-(1D k�i Ac — i'a-cSu1M Construction Cost: Multi-Family Building: (Yes /No ) Company: T1) Contact: IDV zcr" \fn& Contractor Address: P.0. Lf-ST3 City: \Ay State:tlri Zip: SOO Phone: lc77& Email: QVC-d A L £ L License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: ec•\ LS C Ocaw.) lam'0 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:.Plans and supporting documents that you submit are considered" to be'public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x P-17VJ Wt�/ 00<t4<2.... L _ Applicant's Printed Name Ap nt's Si„ u Page 1 of 3 J✓/5 /0/2.6 91/ ' [30 ‘IT WRITE BELOW THIS LINE /V'606.\) SUB TYPES — Foundation X Fireplace _ Porch (3-Season) _ Exterior Alteration(Single Family) — Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New Interior Improvement _ Siding _ Demolish Building* Addition Move Building _ Reroof ' Demolish Interior }c. Alteration _ Fire Repair x Windows Demolish Foundation `) Replace _ Repair Egress Window Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION c _ Valuation J 2.40.0-0 -_ Occupancy ._J-, - ) MCES System Plan Review Code Edition 7)n Z' I,5 SAC Units (25%_ 100% ) Zoning 2--1 City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction \‘B Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) O Final/ No C.O. Required Foundation Foundation Before Backfill 1° HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile n Fireplace: )G Rough In _Air Test k Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS 1p Insulation X Windows Sheathing V DS n'e dni)e . Retaining Wall:_Footings_Backfill Final Sheetrock ?Rev:b 45 Radon Control Fire Walls 1'c ''^' fi Fire Suppression:_Rough In_Final Braced Walls 13 9 S 7 y Erosion Control Shower Pan Other: Reviewed By: ere' m ni) 1 I 41 n- , Building Inspector RESIDENTIAL FEES Base Fee /1114%n �1��'(•� Fern op� I Surcharge L.,;(7 "1 fee ovt&) p i A ;A., Rt7ovly /43.47 A" . Plan Review f7—` - A, A,i MCES SAC �vit `� C �/ City SAC 9 D 0 57• / " ,,,,.Ji /tD r�4 . Utility Connection Charge S&W Permit&Surcharge 04126)-o 59 ' lc?- Treatment Plant -fin C l f p e S 1) De uJ 5 dr- pit-t, j -5 Copies c,"7 TOTAL "` 9, tip 0 " Page 2 of 3 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA171907 Date Issued:09/07/2021 Permit Category:ePermit Site Address: 1515 Lone Oak Rd Lot:1 Block: 3 Addition: Prettyman Heights PID:10-58800-03-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Anthony M & Sarah B Zirnhelt 1515 Lone Oak Rd Saint Paul MN 55121--111 (612) 730-5371 One Hour Heating & Air 11825 Point Douglas Rd S Hastings MN 55033 (651) 437-4177 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA172982 Date Issued:10/25/2021 Permit Category:ePermit Site Address: 1515 Lone Oak Rd Lot:1 Block: 3 Addition: Prettyman Heights PID:10-58800-03-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Anthony M & Sarah B Zirnhelt 1515 Lone Oak Rd Saint Paul MN 55121--111 Minnesota Restoration Contractors Inc 12252 Nicollet Ave Burnsville MN 55337 (952) 479-7131 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA176223 Date Issued:05/06/2022 Permit Category:ePermit Site Address: 1515 Lone Oak Rd Lot:1 Block: 3 Addition: Prettyman Heights PID:10-58800-03-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Anthony M & Sarah B Zirnhelt 1515 Lone Oak Rd Saint Paul MN 55121--111 Minnesota Restoration Contractors Inc 12252 Nicollet Ave Burnsville MN 55337 (952) 479-7131 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA176483 Date Issued:05/18/2022 Permit Category:ePermit Site Address: 1515 Lone Oak Rd Lot:1 Block: 3 Addition: Prettyman Heights PID:10-58800-03-010 Use: Description: Sub Type:Water Softener Work Type:Replace Description: Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Anthony M & Sarah B Zirnhelt 1515 Lone Oak Rd Saint Paul MN 55121--111 (612) 730-5371 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature