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1536 Skyline DrCity of Eagan Eagan, PERMIT City of Eaan Permit Type: Building Permit Number: EA098612 Date Issued: 04/14/2011 Permit Category: ePermit Site Address: 1536 Skyline Dr Lot: 5 Block: 2 Addition: Delosh PID: 10-20300-02-050 Use: Description: Sub Type: e-Windows/Doors Work Type: Windows/Doors-New/Replacement Description: House Census Code: 434 - Zoning: Square Feet: 0 Construction Type: Occupancy: Comments: Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes. Fee Summary: Valuation: 3,000.00 BL - Base Fee $3K $88.50 Surcharge - Based on Valuation $3K $1.50 0801.4085 9001.2195 Total: $90.00 Contractor: Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264-4777 - Applicant - Owner: Peter N Juhl 1536 Skyline Dr Eagan MN 55121 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature i RESIDENTIAL 00- "7 L+0 BUILDING PERMIT APPLICATION CITY OF EAGAN 114 P 051 S 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Construction Regulremenu • 3 registered site surveys showing sq. ft of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) • 2 copies of plan showing beam & window saes; poured found design, etc.) • 1 set of Energy Calculations • 3 copies of Tree Preservation Plan it lot platted after 711193 /? Rim Joist Detail Options seledlon sheet (bldgs with 3 or less units) /<` -jV DATE Jug`/ /I OZ r-v _gs RemodellReoair Requirements 2 copies of plan 1 set of Energy Calculations for heated additions -4 1 site survey for exterior additions & decks Indicate if home served by septic system for additions VALUATION ykt6 ov Sp°7 3"l r? 0 `3) WO-/:?b k? IIh? SITE ADDRESS I?? iJr ?41 [,I U t MULTI-FAMILY BLDG _YXN TYPE OF WORK Al 9- to e,--C-7 1 '?: 9 c FIREPLACE(S) _ 0 _k/1 _ 2 APPLICANT STREET ADDRESS ZIP s?SbJcI TELEPHONE #7J23- -M(;;-- CELL PHONE # ?y/ 1 - 7/g r ` FAX' 7a27 , `I5?iS Z??g a > s 7- -t5- 8'ty PROPERTY OWNER /? 7 !2 t? u TELEPHONE # COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category J MINNESOTA RULES 7670 CATEGORY 1 _ MINNESOTA RULES 7672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted New Energy Code Worksheet Submitted . Energy Envelope Calculations Submitted Plumbing Contractor: _ -S I LPG t ^?$'vt'j _ Phone If ti??LN1_ Plumbing system includes: _ Water Softener Lawn Sprinkler Fee: $90.00 _L Water Heater _ No. of R.I. Baths 9 No. of Baths Mechanical Contractor: n F ` j?o Xk_ /y I Phone # Mechanical system includes: ? Air Conditioning Fee: $70.00 Hcat Recovery System ff 1 Sewer/Water Contractor. Phone # U? I ?5q 55b ---------------------------------------- ° ---------° ----- ------------ -------I hereb e read this application, state that the information is correct, and agree to comply with all _C bl I t o _ esota Statutes and City of Eagan Ordi n es. JUl 1 9 2002 Signature of Applicant " By ?'=r1 OFFICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received ;) Not Required _ _ _ WV f" A Updated 4/02 ly?Y.hJ Y?"VV 1`? OFFICE USE ONLY i ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool O 30 Accessory Bldg 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) I- 'Give PCA handout to applicant Valuation Occupancy 3'?IlL MC/ES System Census Code 0 Zoning City Water SAC Units f}tL Stories Booster Pump Nbr. of Units tCFI- Sq. Ft. f? PRV -7--\ AIL OW i Nbr. of Bldgs Length Fire Sprinklered Type of Const Width v REQUIRED INSPECTIONS -P Footings (new bldg) Final/C.O. - Footings (deck) _ Final/No C.O. _ Footings (addition) _ Plumbing Foundation _ I-IVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Air/Gas Tests _ Final Framing Siding Stucc _ Stone Fireplace R.I. Y Air Test Vinal - Windows ( acement) Insulation Retaining Wall Approved By -,Building Inspector -------------------------- -------------------------------- --- BaseFee 13G`?- 3? Ci?rf'?( /s = 2/ yz? Surcharge 7 g.Ul? ?Lp 3v? Plan Review $t{q.-1 ?7 ?/ _ MC/ES SAC 12 Gp ,Q(? M LYJ 10 p 0 X 6- C/ - sY, 3 vo City SAC (b`? Water Supply & Storage O 36 lN? 4 S&W Permit & Surcharge --E- Treatment Plant T 0 Q Plumbing Permit V / 7 Mechanical Permit License Search s? J mid I (?,o(? Copies „50 Other Total ,0? ? ?..z ?, PERMIT City of Eagan 3830 PILOT KNOB RD EAGAN, MN 55122 (651) 681-4675 Site Address: 1536 Skyline Dr Lot: 5 Block: 2 Addition: Delosh PID: 10-20300-050-02 Use: Permit Type: Permit Number: Date Issued: Sewer / Water EA043990 12/14/2000 Description: Sub Type: Residential Work Type: New Description: PRV 5-f-L'?-j Remarks: Paper trail - need to pull S & W permit when building is constructed per Dale S & Jan S 12-11-00 (ld) Base Fee - Sewer 50.00 9220.4532 Fee Summary: Base Fee - Water 50.00 9220.4507 Snrcharee - Fixed 0.50 9001.2195 5100.50 Contractor: Owner: St. Lic.: Wayne Brekken 3836 Harriet Avenue S - Applicant - I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Pemiltee: Signature Issued By: Signature September 6, 2002 RE: 1536 SKYLINE DRIVE Future dark room will require ventilation and possible flammable waste trap on plumbing when room will be finished. Terry Zelenka Building Inspector FROM : Andlar Const PHONE NO. : 777 2529 Aug. 19 2002 10:03AM P2 l1? Z*z' Permit. Number MECcheek Compliance Report 2000 Minnesota Energy Code MECeheck Software Version 3.4 Release I Data filename: Juhlauck T117-E: Juld Residence COUNTY: Dakota STAIR: Minnesota ZONE: 2 CONSTRUC170N TYPE: Single Family DATE: 08116102 COMPLIANCE: Passes Maximum UA c 486 Your Home = 434 10.7% Better Than Code Gross Area or Perimelcr C hnked By/Datc Glazing Cavity Cont. or Door R-Value R-Value Si.1$c.IQC VA Ceiling 1: Raised or Energy'rruss 956 50.0 0.0 19 Wall 1: Wood Frame, 16" n.o. 2,925 21.0 0.0 125 Window 1: Above•Orade:Wood Prame:Duuble Pane with low-E 358 Wuo 122 Door 1: Glass 340 0.330 112 Basement Wall 1: Solid Concrete or masonry, interior Ball, Exterior 2" Rigid 374 1910 10.0 10 Basement Wall 2: 46 Solid Concrete, or Masonry, Exterior 2" Rigid 836 0.0 10.0 Furnace 1: Forced Hot Air, 90 A143B Air Conditioner 1: PJeetric Central Air, 10 SEER Proposed and Maximum 0-Factor Averages Proposed Maximum Average U- Factor Allowed U-Factor Above-Grado Windows and Glass Doors 0.335 0.370 Includes Foundation Windows > 5.6 ft2 COMPLIANCE STATFMBNT: The Proposed building design described here is consistent with the building plans, specifications, and otter calculations submitted with the permit application. The Proposed building has been designed to meet the 20M Minnesota Bnergy Code requirements in MECcheck Version 3.4 Release 1 and to comply widt the mandatory requirements listed in the MBCcheck Inspection Checklist OD`[ . BuildcrlDesigner ?! 1111 GG_?k? . -- Date. ? Z Ctry & OP/ General Structural Notes - Juhl Residence Design Unit Stresses Reinforcing steel - ASTM A 615, Grade 60 Welded Wire Fabric - ASTM A 185 Concrete (footings, piers, foundation walls, slabs and beams) -fc = 4000 psi @ 28 days compressive Microlam Beams - TrusJoist MacMillan 2.OE, Fb = 2900 psi (treated where exterior) Dimensional Lumber - SPF #2 or better (treated for exterior use) TJI joists - TrusJoist MacMillan, Load tables as per manufacturer's nomenclature. Design Live Loads Roof Live Load - 40 psf Floor Live Load - 40 psf Balconies and Decks - 60 psf Garage floor - 50 psf Wind Load - 15 psf Foundations Footings are designed for an assumed maximum soil bearing pressure of 2000 PSF. It shall be the responsibility of the owner and contractor to verify that this value is achieved at the footing elevations indicated and without resulting in long- term damaging differential settlement to the structure. Refer to diagrams 1/1 and 2/1 indicating preparation and testing of foundation pad. Backfill material against foundation walls shall be granular, free draining and containing not more than 10% passing # 200 sieve. Minimum soil cover for exterior footings at building perimeter shall be T-6" unless otherwise required by local building code. Soil cover for footings supporting exterior decks shall be 5'-0". Unless noted otherwise, footings under bearing walls (exterior and interior) shall be 12" wider than the wall thickness x 10" deep and reinforced with 2 - #4 continuous. Wood Framing Code : NFPA National Design Specification for Wood Construction, latest edition. Shop drawings are required for all TA and microlam materials. Interior wood posts shall be 6 x 6 members unless indicated otherwise. Wood posts made up of 2 x members shall be nailed together @ 18" o/c, each side, staggered spacing, using 10d nails unless noted otherwise. Double all floor joists under parallel to span partitions. Unless noted otherwise , face mounted joist hangers shall be 18 ga. galvanized material. All members specified, including columns, for exterior decks should be of treated wood. General Structural floors shall be installed and foundation walls braced before placing back-fill material. Provide temporary bracing, shoring, etc, to all structural elements, as required at any stage of construction, to withstand construction loads or any other usual load during the construction period. Such bracing shall remain in place as long as required for safety. oceF(C-cVr(C.c Cofpr (SEE ATTACHMENTS) Development c) el-) S yt hbb I: - I o N 1 Lot Number Block Number Z Address 1636 SWL (NF '02 Builder A1N f> k, 2 CO &i CT CQNTI?C-f ' ?Tr71?I?k l??fON 0I+ ! C1-1T7-377_1 Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during April t to July 31) Therapeutic Pruning Retaining Wall Other: Replacement Trees: _ Not Required % As Follows: ®W{$to SAGNO Attachments: _ Yes No Additional Notes: ®A$? H:\ghove\2000file\treepres\Tree Preservation Plan Summary-2000 i Tree Preservation Plan Lot 5 Block 2 Delosh Addition 11536 Skyline Drive, Eagan, MN Property Owner: Peter and Sheryl Juhl Builder: Andlar Construction Contact: Gordy Larson Telephone: (651) 777-3721 Signature: N.., xr W E x \ F?IStlng Vyopolands s `l v. ea •14 e9 •15 10 '' Plote fi? ?•"?..•.. ck )o;? "5 Fenceo 7i I 3 `. t74 e > r d 4S9;ZVE' it I Woodlands I to be 4!1 removed Existina Ttaos TY Su®e 1 20' Red Cedar Save Existing Conditions 2 20' Red Cedar Save 3 6" Red Oak Remove Trees 15 4 7" Red Oak Remove Woodland 86,000 sf 5 7" Red Oak Save 6 6" Red Oak Save 7 30' Red Pine Save 8 12" Red Oak Save Proposed Conditions 9 10" Birch Save 10 25' Red Pine Save Trees removed 2 11 20' Red Pine Save (13 .30 12 20' Red Pine Save 13 25' Red Pine Save Wdlnds removed 1,700 sf 14 8" Birch Save (1. 463) 15 7" Red Oak Save nr AC - AestdertWi& Light Commoressi HVAG Lobds FrOgrirri yp}®?` ??rrtc:ric ? t Siil?ir.s?iry I_t.+atiS _TL. , . 1717 '.2002 1017: 59;1- P1 Ew Sefitware Qovelopntent, Inc. 2538 SITYL IW. OR Page 2 C:Gil?OrlGrl A; ea :en Lat. Still. Total De nl;ban (duac Lost, CAin Gain Gain 30 itJtr,do.?l [' +ut,:e Pane t-ow Emit Wo,.,- Frame 657 21.820 0 30,965 30,9615 1 '; F Cic x !vlelM. Uretilare '. re 21 367 0 94; 94 121 ! Wall R-19 + 1/2'' Gypsum Saa;?+(R-C.51 1,839 i Q.426 0 2,6; 5 2,575 ? 1 aG Wsll 5' or More Selow Crade 8112" Blk+R-11 837 3,312 0 0 0 21A Baserrit Floor Or More Be'f w Grade - - --- ---2.002 4,421 - - 0 0 0 Subtc,Wls for structure - 5.4x36 40,E 0 33.7: 33,734 ' Active Peopie 4 0 920 1.200 2.120 inactive people- 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 R 0 0 1 i Ductwork: 0 0 C> 0 0 Infiltration- Winter CFM' 133.4, Summer CFM,. 44.5 678 13709E 1.056 949 2005 I Vomits ion: Winter CH A 44 -- - - 3(15 _ 1,056 _ 349 -- 2.005 ! Sensible Gain Total: 36.832 Cpmperature Swan3 . Multi t x1.00. -- System Load-Totals: -_60, ;`" ? - 36,632.. ._ 39,864 Suppiy CFM- Cl PA per square foot, 0 548 Square feet of roan area: 3.068 Square feet per ton: 769.6€6 1 Total heat!ng required with outside air 57,807 Shah 87.807 MBH Total sensible gain: 36,832 Stun 92 % Tctai latent gain. 3,032 btuh 8 % Total cooling required wfth outside sir: 39.8F.4 Bt-,)h 3 322 Tons (based on serisibie + latent) 3.985 Tors (baled on 770% sensible capacity) Nofe Calcurations are basal on 71h edition of ACC:A Marius! 3 All computed results are estimates as building use and weattier may vary. Be sure to select a unit eiat meets both sensible and lat2rfi h3d& wyday, june 03,2W2 . . _. - A& Lot C) Block PID # Sewer /water permit # 7 LJ Plat Date J '), 1`j 00 Receipt # 3&6'41 ?CITY OF EAGAN xol ? J"`' 1 2000 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY Sewer Trunk @ $900/connection City SAC Base SAC Date paid Receipt # Account deposit Septic abandonment ' Sewer permit & surcharge Subtotal Total / Water / $T Lateral charge @ $22.55/ff $ Trunk @ $940/connection 100.00 Water supply & storage 840.00 1,100.00 Date paid Receipt # Treatment plant 492.00 15.00 Water meter "[nspections raga prior 114.00 30.00 to issuing 50.50 Account deposit 15.00 $ Water permit & surcharge 50.50 Subtotal' $ $ Plumbing permit & surcharge 30.50 Total $ Sewer and Water Sewer lateral charge @ $22.30/ff Water lateral charge @ $22.55/ff Sewer trunk @ $900/connection Water trunk @ $940/connection City SAC Base SAC Date paid Receipt # Water supply & storage l.? l kt1?Q?S Date paid Receipt # Treatment plant Water meter "Inspections req'd prior to issuing Account deposit Septic abandonment Sewer and water permit & surcharge Subtotal VPlumbing permit & surcharge 171?"/?a ate- 1/ ? Y 100.00 1,100.00 840.00 492.00 114.00 30.00 30.00 100.50 t Y c ?. . .`"C ,-. _. 30.50 ; r l - ... $ 1. O "SCE J 1 --- ---------- I? ----------------- Property owners L>v'? C L,? Address V Phone number Plumber OFFICE USE ONLY PRV required: ?e5 R-O-%r Permit Cit0 County N/{ Unpaid S Permit Fees: City financed: cc: Carolyn Krech, Finance Department J /c General Structural Notes - )uhl Residence N/ 13/_ wt_T"z ®/c Design Unit Stresses Reinforcing steel - ASTM A 615, Grade 60 Welded Wire Fabric - ASTM A 185 Concrete (footings, piers, foundation walls, slabs and beams) -fc = 4000 psi @ 28 days compressive Microlam Beams - Trus]oist MacMillan 2.OE, Fb = 2900 psi (treated where exterior) Dimensional Lumber - SPF #2 or better (treated for exterior use) TJI joists - TrusJoist MacMillan, Load tables as per manufacturer's nomenclature. Design Live Loads Roof Live Load - 40 psf Floor Live Load - 40 psf Balconies and Decks - 60 psf Garage floor - 50 psf Wind Load - 15 psf Foundations Footings are designed for an assumed maximum soil bearing pressure of 2000 PSF. It shall be the responsibility of the owner and contractor to verify that this value is achieved at the footing elevations indicated and without resulting in long- term damaging differential settlement to the structure. Refer to diagrams 1/1 and 2/1 indicating preparation and testing of foundation pad. Backfiil material against foundation walls shall be granular, free draining and containing not more than 10% passing # 200 sieve. Minimum soil cover for exterior footings at building perimeter shall be T-6" unless otherwise required by local building code. Soil cover for footings supporting exterior decks shall be 5'-0". Unless noted otherwise, footings under bearing walls (exterior and interior) shall be 12" wider than the wall thickness x 10" deep and reinforced with 2 - #4 continuous. Wood Framing Code : NFPA National Design Specification for Wood Construction, latest edition. Shop drawings are required for all TJI and microlam materials. Interior wood posts shall be 6 x 6 members unless indicated otherwise. Wood posts made up of 2 x members shall be nailed together @ 18" o/c, each side, staggered spacing, using 10d nails unless noted otherwise. Double all floor joists under parallel to span partitions. Unless noted otherwise , face mounted joist hangers shall be 18 ga. galvanized material. All members specified, including columns, for exterior decks should be of treated wood. General Structural floors shall be installed and foundation walls braced before placing back-fill material. Provide temporary bracing, shoring, etc, to all structural elements, as required at any stage of construction, to withstand construction loads or any other usual load during the construction period. Such bracing shall remain in place as long as required for safety. LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDI G PERMIT APPLICATION N / n PROPERTY LEGAL: L U ? s ?! D c ? De%SG? "all-lio DATE OF SURVEY: c?' G - d 2 LATEST REVISION: ;z c m U DOCUMENT STANDARDS O z o a' t R i d L S i d ? ? • ere eg s and urveyor s gnature an company G? ? ? • Building Permit Applicant ? ? • Legal description ? ? • Address ty ? ? • North arrow and scale ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? ? • Directional drainage arrows with slope/gradient % ? ? • Proposed/existing sewer and water services & invert elevation ? ? • Street name 0, ? ? • Driveway ? Lot Square Footage g' ? ? • Lot Coverage ELEVATIONS Existing k / ? ? • Sewer service (or Proposed) ? ? • Property comers ?/ ? ? • Top of curb at the driveway and property line extensions d ? ? • Elevations of any existing adjacent homes ? ? • Adequate footing depth of structures due to adjacent utility trenches ? r ? • Waterways (pond, stream, etc.) Proposed ? ? • Garage floor ? ? • Basementfloor 1, ? ? • Lowest exposed elevation (walkout/window) V ? / V ? . Property comers ? ? • Front and rear of home at the foundation PONDING AREA fd applicable) ?/ ? • Easement line ? d/ ? • NWL ? 9 ? • HWL ? Uy/ ? • Pond # designation ? 3 ? • Emergency Overflow Elevation V? ? ;/? ? V/ ? ? V, ? ? d C ? p ? DIMENSIONS • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements, if any Reviewed: 4521826 ., "x:002 10:44 FAX 4521826 INSTANT TESTING/ALLIED 10001 IT A = INSTANT TESTING COMPANY fAN 0th CO 4000 BEAU D'RUE DRIVE • EAGAN, MN 55122 +M PHONE: (612) 454-3547 • FAX: (612) 452-1826 V ERSARY -;obey 8, 2002 Gordy Larson ;i-ar construction Inc. .>O Sunset Avenue N.E. c.te Pines. Minnesota 55014 1536 5kyline Drive - Eagan, Dakota County, Minnesota your request, a site visit was conducted on October 2. 2002 at ...n0 P.M., by Zak Roowala, Instant Testing co. technician, to .4luate subgrade soils Prior to footing placement for the ,s.truction of a single family residence. the time of arrival, the house pad area and been to excavated to roximate footing elevation exposing a moist, natural fine sand. assess the relative consolidation of the subgrade soils, dauger probes were conducted at basement and walkout footing ation, representating cuts of 5 and 1 1/2 foot respectively. probes indicated loose soils within the upper 6 inches to 1 ,t, of the excavation, with a increase in soil strength beyond 2 feet. A moderate increase in soil moisture was indicated at base of the probes, but no ground water migration was observed. dated areas of root fibers at footing elevation were judged <eotable, as concentration and size did not exceed accepted ed on the aforementioned observations, it was recommended to the ,-.itractor, that the soils within the footing lines and loadbearing areas be re-consolidated with a hand vibratory compaction rice prior to footing placement. evaluate corrective measures and the relative loadbearing .acity of soils at depth, dynamic cone penetrometer tests were <ucted on 1017102 at the upper level and walkout footing lines cor.). The dynamic cone penetrometer (DCP), uses a eight ;.ogram (17.6 pound) hammer to drive a 20 millimeter diameter ical point into the soil, with the penetration recorded in -,Iimeters per blow. DCP was advanced a total of 914 millimeters (36 inches) at the er level footing and 875 millimeters (34 inches) at the walkout ?ting. A composite, per blow, penetration average of 34.3 MM and s mm respectively was recorded. ?^ S 2002 10:45 FLY 4521826 INSTANT TESTING/ALLIED (0002 4 experience with the DCP in similar soils would indicate a N- ue (normalized to 1 foot) of 9 to 9 1/2 for the penetration at ch iocation. This N-value, is an empirical relationship we have -.-a.hlished to equate the dynamic cone data to the more familiar -i nws per foot (BPF) standard penetration soil boring test. Based trds data, we would predict.a relative loadbearing capacity of I.n "100/3000 PSF or greater for the underlying soils. our opinion, the observed subgrade soils and proposed footing "sign are acceptable and therefore the site is approved for struction.. Te stin I,s y , ,ndish 1':pe- or/ FHA 5u Jay - City arge codes: # cps ) Compa visor Eagan Building Inspections -003 - 3/4 Hr. / #605 2 Hrs. / #612 - 16 miles (2 = INSTANT TESTING COMPANY ')IT CO 4WO BEAU D'RUE DRIVE • EAGAN.,1N 55122 PHONE: (612) 454-3544 • FAX: (612) 452-1826 30th ANNIVERSARY October 8, 2002 Mr. Gordy Larson Andlar Construction Inc. 12000 Sunset Avenue N.E. Circle Pines, Minnesota 55014 IF1 17, OCT ? 1 0 200? .,? I" JI v Y_ RE: 1536 Skyline Drive - Eagan, Dakota County, Minnesota At your request, a site visit was conducted on October 2, 2002 at 12:00 P.M., by Zak Roowala. Instant Testing Co, technician, to evaluate subgrade soils prior to footing placement for the construction of a single family residence. A_ the time of arrival, the house pad area and been to excavated to approximate footing elevation exposing a moist, natural fine sand. To assess the relative consolidation of the subgrade soils, hail Ci3Ug6i' or-:,bes were conducted at basement and walkout footing al..,,'ation, i-epr,?aSentating cuts of 5 and 1 1/2 foot respectively. Tt:, prob=s indicated loose soils within the upper 6 inches to 1 of th._° d;<r_3`ia-l0 rl, with -- :increase in soil strength beyond 2 indicated at t. A nod??sratc' incr a:_a in soil n1G I::tU're was lc ? :ii £F:d Of ,he 71 0b c's . but 7-1v :7-OUTWater migration was observed. later :;'e.aS Of 'i"Got f i Der= at footing elevation were judgr.d ac,,eptable. as concentration and size did not exceed accepted in the aforementioned observations, it was recommended to the contractor. that the soils within the footing lines and loadbearing ,Dad areas be re-consolidated with a hand vibratory compaction de%Jice prior to footing placement To evaluate corracr_i`ie measures and the relative loadbearing capacity of soils at depth, dynamic cone penetrometer tests were onducta(j on 10/7;'02 at the upper level and walkout footing lines r-Ic c,Dr.)- The dynamic cone penetrometer (DCP), uses a eight k:ilogr m (1?.c. pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in nillimet_ers per blow. Tf1,=: DCP was advanced a total of 914 millimeter:: (36 inches) at the upper level footing, and 875 millimetl>r"s (34 inches" at the walkout footing. A composite. per blow, penetration a'l,erage of 34.3 MM and 2.8 MM respectively was recorded. Our experience with the DCP in similar soils would indicate a N- value (normalized to 1 foot) of 9 to 9 1/2 for the penetration at each location. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (SPF) standard penetration soil boring test. Based on this data, we would predict a relative loadbearing capacity of 2500/3000 PSF or greater for the underlying soils. In our opinion, the observed subgrade soils and proposed footing design are acceptable and therefore the site is approved for construction. Sincer y, Ina'E?r)o/ Test i nQ/ Compa Garj S- andish 4-rfspe" or/FHA Supe visor CC: Jay - City I Eagan Building Inspections Charge Codes: 4602-003 - 3i4 Hr. i #605 Hrs. / #612 - 16 miles Tr ips`.• iTCO INSTANT TESTING COMPANY 30th 4000 BEAU D'RUE DRIVE • EAGAN. MN 55129 PHONE: (612) 454-1544 FAX: (612) 452-1826 ANNIVERSARY October 8, 2002 ({ in 7 I jP OCT 1 0 2002 Mr. Gordy LarsonY -_? Andlar Construction Inc. LLL??? 12000 Sunset Avenue N.E. Circle Pines, Minnesota SS014 RE: 1536 Skyline Drive - Eagan, Dakota County, Minnesota At your request, a site visit was conducted on October 2, 2002 at 12 00 P.M., by Zak Roowala. Instant Testing Co. technician, to evaluate subgrade soils prior to footing placement for the construction of a single family residence. At the time of arrival. the house pad area and been to excavated to aQproximate footing elevat on exposing a moist, natural fine.sand. To assess the relative consolidation of the subgrade soils, hari<-auger probes were conducted at basement and walkout footing e.l.avation, representating cuts of 5 and 1 1/2 foot respectively. T1-e prob,-?s indicated loose soils within the upper 6 inches to 1 foot of the c;<ca.a??ion. with u increase in soil strength beyond 2 ;.,, 2 feet. A moderate increase in soil moisture was indicated at. the base cf the prJbes, but no ground water migration was observed. .. olatcd areas of root f ibe'i-s .a*_ footing el .vatlon were judged 3(-c,eptable. as concentration and size did not exceed -accepted >1S. ?.a -;:d c)n the aforementioned observations, it was recommended to the cc, ntr actor. that the soils within they footing lines and loadbear:1"1g pad ai-?-as be re-consolidated with a hand vibratory compaction device prior to footing placement.. To evaluate corrective measures and the relative loadbearing capacity of soils at depth, dynamic cone penetrometer tests were a3nducted ?>n 10/7!02 , at the kipper level and walkout footing lines (N' cor.). The dynamic cone penetrometer (DCPuses a eight Kilograrn (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with, the penetration recorded in ?nillime:t_ers per blow. Thc: DIP was advanced a total of '?14 millimeters (36 inches) at the upper level footing and 875 millimeters (34 inches) at the walkout f:x:, tina . A composite, per blow, penetration average of 34.3 MM and 32.8 MM respectively was recorded. Our experience with the DCP in similar soils would indicate a N- value (normalized to 1 foot) of 9 to 9 1/2 for the penetration at each location. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Based on this data, we would predict a relative loadbearing capacity of 2500/3000 PSF or greater for the underlying soils. In our opinion, the observed subgrade soils and proposed footing design are acceptable and therefore the site is approved for construction. sinter ly, I TestingZ- i *, Compa l1 L . Gar,/ 5 andish if pe or/FHA Supe lisor CC: Jay - City ovf Eagan Building Inspections Charge codes: #602-003 - 3/4 Hr. / #605 -2 Hrs. / #612 - 16 miles (2 Trips) IT= =CO INSTANT TESTING COMPANY 4000 BEAU D'RUE DRIVE • EAGAN, MN 55122 PHONE: (612) 454-3544 FAX: (612) 452-1826 October 8, 2002 Mr. Gordy Larson Andlar Construction Inc. 12000 Sunset Avenue N.E. Circle Pines, Minnesota 55014 N ?R?HT? OCT 10 2002 RE 1536 Skyline Drive - Eagan, Dakota County, Minnesota 30th ANNIVERSARY At your request, a site visit was conducted on October 2, 2002 at 12100 P.M., by Zak Roowala, Instant Testing Co. technician, to evaluate subgrade soils prior to footing placement for the construction of a single family residence. At the time of arrival, the house pad area and been to excavated to approximate footing elevation exposing a moist, natural fine sand. To assess the relative consolidation of the subgrade soils, handauger probes were conducted at basement and walkout footing e.le.%ticn, representating cuts of 5 and 1 1/2 'foot respectively. the probes indicated loose soils within the upper 6 inches to 1 foot of the excavation, with a increase in soil strength beyond 2 1/2, feet. A moderate increase in soil moisture was indicated at the base of the probes. but no ground water migration was observed. Isc,lated areas of root fibers at footing elevation were judged acceptable, as concentration and size did not exceed accepted L??cls. on the aforementioned observations, it was recommended to the co m_ractor, that the soils within the footing lines and .loadbearing pad areas be re.-consolidated with a hand vibratory compaction device prior to footing placement. To evaluate corrective measures and the relative loadbearing capacity of soils at depth, dynamic cone penetrometer tests were conducted on 10/7/02 , at the upper level and walkout footing lines iNE cor i. The dynamic cone penetrometer (DCPuses a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. The DCP was advanced a total of 914 millimeters (36 inches) at the kipper level footing, and 875 millimeters (34 inches) at the walkout footing. A composite, per blow, penetration average of 34.3 MM and 32.6 MM respectively was recorded. 14 Our experience with the DCP in similar soils would indicate a N- value (normalized to 1 foot) of 9 to 9 1/2 for the penetration at each location. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Based on this data, we would predict a relative loadbearing capacity of 2500/3000 P5F or greater for the underlying soils. In our opinion, the observed subgrade soils and proposed footing design are acceptable and therefore the site is approved for construction. 5incer ly, IneC n ,Testi Garl Standish 411?8 Pe Or/FHA CC: Jay - City Chs-urge codes: # Trips) Company visor Eagan Building Inspections 2-003 - 3/4 Hr. / #605 42 Hrs. / #612 - 16 miles (2 September 6, 2002 RE: 1536 SKYLINE DRIVE Future dark room will require ventilation and possible flammable waste trap on plumbing when room will be finished. Terry Zelenka Building Inspector - Lot Block PID # ?J 9') O Sewer /water permit # i -j Plat Date Receipt# 3&&41 Anf(h " CITY OF EAGAN 2000 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY Sewer Water Lateral charge @ $22.30/ff $ Lateral charge @ $22.55/ff $ Trunk @ $900/connection Trunk @ $940/connection City SAC 100.00 Water supply & storage 840.00 Base SAC 1,100.00 Date paid Date paid Receipt # Receipt # Treatment plant 492.00 Account deposit 15.00 Water meter "Ins ons req'd prior 114.00 Septic abandonment / 30.00 to issuing Sewer permit & surcharge 50.50 Account deposi 15.00 Subtotal $ Water pett?tit & surcharge 50.50 Subtot $ Total $ Plum ng permit & surcharge 30.50 Sewer and Water Sewer lateral charge @ $22.30/ff Water lateral charge @ $22.55/ff Sewer trunk @ $900/connection Water trunk @ $940/connection City SAC Base SAC Date paid Receipt # Water supply & storage Date paid Receipt # Treatment plant Water meter "Inspections req'd prior to issuing Account deposit Septic abandonment Sewer and water permit & surcharge Subtotal Phunbing permit & surcharge Total Property owner ul f? k ?f t-\ Address 1 ?? l., SAC v tJ V i ?/ z Phone number } o' rS ( I U Plumber I'd b r a ssr?!i^ `71 v 100.00 1,100.00 840.00 492.00 114.00 30.00 ``^ 7 \ 30.00 30.50 a-L- vv $ 1C0.57? OFFICE USE ONLY PRV required: 'e-5 R-O-W Permit: City 'County N//1 Unpaid $ Permit Fees: City financed: cc: Carolyn Krech, Finance Department 651 426 6146 Dec 10 02 01:21p Roland Johnson , P.E. 651-426-6146 yra,q,? it NY 7146 /534 SAV 44ws0& •/)A. Fax Please deliver immediately to: Tim Old of: SALA Fax number: 651-351-7327 Voice number: 651-351-0961 Fax received from: Roland Johnson, P.E of: Rollie Johnson Fax number: 651.4266146 Voice number: 651-426-6146 Date: 12/10102 Time: 10:59:13 AM Number of Pages: 1 rim: have reviewed Instant Testing Co.'s report dated 101M2 RE: the soil conditions it the subject site and with the understanding that the installed deck supports are 5' dia. concrete piers on 27dia. x 12" deep footings, established on undisturbed atural soil @ 5 ft. of cover. It is my opinion, therefore that the piers and footings as. ascribed above are adequate to s rt the loading ;ollie Subject: Juhl Residence - Deck Piers and Footings MeSS,4age: P. 1 Jeff Wheeler, City of Eagan F 1/20/2009 10:13 PM FAOM: Fax TO: 675-5699 PAGE: 001 OF 002 1536 Skyline Drive Eagan, MN 55121 c o n f i d e n t i a l x To: Mike Lence Far Number: 675-5694 From: Peter Juhl Fax Number.• 651-6865583 Business Phone: Nome Phone: (651) 686-5223 Pages: 2 Date/T/ine: 1/2012004 10:13:24 PM Subject: Fireplace at(1ar5 S,1g4pe;Dnk& . Mike, Here is a drawing from the architect that shows the model number of the fireplace and the construction details. I have not been able to find the manual. It is somewhere in the house, but we've been doing some rearranging. Call me if you still need the manual and I can keep looking. Thanks! Peter J u b Work: (612) 727-0864 Cell: (612) 382-0646 ? a 1/20/2004 10:13 PM FROM: Fax TO: 675-5694 PAGE: 002 OF 002 Otv? AT3 _5"G?l. S'W'DS 14a" P ?. 314 wo - I V. 12 `? ?L 6Jg e_g. /v4A1Jt?1: 9 it 2'-5Y " 8 HEATILATOR T4200 SECTION - `°4°.°~ CERTIFICATE SURVEY F~I~: X843.°~ eter Ju h P . ~P ~P~ 01 ~w ~1 DESCRIPTION: ~h~ LOT 5, BLOCK 2, DELOSH ADDITION L~~ DAKOTA COUNTY, MINNESOTA (1 ADDRESS: 1536 SKYLINE DRIVE ~O C/~, '9c Q x,50 o~ o~ ~ ~,SJ A . ~ .o -9 J ~ 1~ ~SJ 1 ~ n ~ ~ r-~i 1 /lr-I?1 r~l , -rr n 1 1 f/ •s it 111 ~ h~ Y 1/ IF- 4111 F~1 11 1 I-- f1 I I r ~ 1 Y I 1~ 1 / 1 1 / 1 v A J 'O.~Sj "(s ~r9i X57.0 - _ - 89 X6'49 E - 390.74 - ` ~~so r X5.98 139.50 ~ S~l'41 ~ \ - ~ ! I ,I SJ ~ N ~1. ~ ~ r--~Q F ~p ss~ \ j I I 41 1 Q o r 18" ~ - ~ W °A 1~ 9 I \ ~ ~I ~ 9~ \1 ~9d, ~ 3 F I I - ~ cv I z ~ \ p \ ~ o ti \ VIII / o W ~ 'o~ \ 1 I Q f ~ / ~ ~ ~ 00 as ~ ,;1 ~ \ ~ ~ t~ . ,~p - _ _ z _ 39.78 t~ 3, , ~ 60. 3 L i I~/ ?e R~ ~ ,~0 8 9 ~C. C ~ 625; S$1 47 : V 1 I ~ .o ti ~ ~ ~ \ \ c by 34"E ~ ~ ~ X85 8Jo / 83i.~5~3 I I A 51.39 ~ '857.12 ~?~0 ??0 J6' ~ ~ 40 ,00>, o • I I _ 3:1 Msxirnum Sbpes ~ ~ N89 45 26 0o xs45.1o • - ~ aRetainingW~Vit~ v ~ ~ - --~I _ ; Be Required 0 ° S89'45'26"W 85.00 ~ Z sEwER s>tRwc~ ~ waTER sERHCE~ ~ ° I ° ~ ~ 1 p .862.44 r-~,r.r-r.-I-I..~ I ° v ~ ` / (p F- X I F- f~ I I I I I\i W ~ Q \ ~ I X~. ~ 7' ~ 1 ~J ° ~ I Q ~ ~ w W S, l~ ~ ,'1 ~ 'x.^ s~ ( I + ~ ~ ° I a ~ 2.eo ~~A 1 I ~ 'SSS. 2 ~ ~ ~ s ~ I GARAGE I ~ \ J' ,,~.`a, . ~ u a , ~I 86a.4 ~ ~ , ~ F; ~ SAN-SEWER INVERT = 841.4 se r u I c e.. 0 30 t7. sE cK uNE - J0~ o LOWER FLOOR ELEV.= 843.8 i M ~ MAIN FLOOR ELEV.= 853.2 8 SAN-SEWER T ~ ® 7 6 g• TERMAI ~ 864.46 - _ - --T - UPPER FLOOR ELEV.= 862.3 - ~ 857.41 -Ngg'45'26"E 114.94 - GARAGE FLOOR ELEV.= 852.0 8 867.2 I O r~ D D I ` /C LOT AREA= 101,145 SQ. FT. SK YLI N 11 V C ~ I HOUSE. AREA- 2,014 SQ. FT. 0 - ~ I I LOT COVERAGE = 0.02% I I • DENOTES IRON MONUMENT FOUND ` ~ I 0 DENOTES IRON MONUMENT SET ~ I I ~ ~o I GRAPHIC SCALE a 20 eo c CARLEY-TORGERSEN, INC. I hereby certify that this survey, <~i`~ri-\or report was A LAND SURVEYORS prepared by me or under my ~ir~~~t'sup~rvison and R 612 484-3301. that I am- a duly Registered,t~rrd_ Surveyor under the la of the S to of Minn~s~o (>N FEET) L SUITE 703 f ~ inch = 40 fi~ E u~o AD "C" ~ - suRVEra~s 70 WEST COUNTY RO Y LITTLE CANADA, MN. 55117 D 'd E. T gersen, P..S. Tt11zl;FRSFN_ INC. A,linn Ron Nln 17riril flnta !J Revision Date $-24-02 'I•il'QZ Book No. Job No. 2002-101 File No. ~~s"8 Use BLUE or BLACK Ink r— ---------------I 1 For Office Use I`_ Cit of EaE�� i Permit#: e I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 I I Fax: (651)675-5694 I Staff: MAR 12016 --------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 0 o`ea/ Sit ddress: t f ne Unit#: Name: 4 I Phone:(! kj- ReSident Owner`,,.',, Address/City/Zip: ff�(o / Applicant is: Owner V Contractor eDescription of work: f / lam {� 1,12-1v ,� / �e of.Work Construction GQst: Multi-Family Building: (Yes /No ) Company: ontact: -`9 fl-,, 'fit Address: /D / City: Go / - State:/ Zip: -'°�/ Phone: �� d Email: ;�')Gty!' License#: L/'� 5 Lead Certificate#: p If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING ANEW 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 ar►tl, support.iq docuMents that yot�=subm t are consltleretl to be pt#htic information Pdrtlons of the inf,t rrnation may be crasswffetl as no t-)u6l"you provl_0 spe to easo s That would permit tfre It to _..: conclude thai'�the are.traale secrets,...:: CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground Utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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. Exterior work authorized by s,building permit issued in accordance with the Minnesota State Building Code musY q completed within 180 days ermit issuance. J X_ Applicant's Pri ed Name Applica is Sign re Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) Exterior Alteration(Single Family) Single Family _ Garage _ Porch (4-Season) Exterior Alteration (Multi)' Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New Y Interior Improvement Siding Demolish Building* Addition _ Move Building _ Reroof Demolish Interior _ Alteration Fire Repair _ Windows Demolish Foundation Replace Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation } Occupancy _ MCES System Plan Review a Code Edition SAC Units (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings (Addition) - Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: _Ice&Water Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: A Rough In >" Air Test Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: r- Reviewed By: l 0/n - ��rl �� , Building Inspector RESIDENTIAL FEES --- Base Fee ✓" few:. Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3