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3605 Great Oaks CirRESIDENTIAL rllf5 f 5613. J t k P BUILDING PERMIT APPLICATION CITY OF EAGAN UI' (? 70-50- MP 3830 PILOT KNOB RD - 55122 # + 7 ?? 651-681-4675 New Construction Requirements RemodellRepair Requirements ?O•?OJ ?? • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all rooted reas 2 copies of plan (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions r?/^ I • 2 copies of plan showing beam & window sizes; poured found design, etc.) 1 site survey for exterior additions & decks rT . 4?. • 1 set of Energy Calculations Indicate if home served by septic system for additions 3 copies of Tree Preservation Plan if lot platted after 711193 Ca ?? • Rim Joist Detail options selection sheet (bldgs with 3 or less units) ?? Ill he V I dar?11Q?4 S N ?Y I Y I Ql9 DATE ?/ 1 4? VALUATION (EXCLUDING LAND), JOB SITE AD Tee: $90.00 IF MULTI-FAMILY BUILDING, HOW MANY UNITS? ` PROPERTY OWNER _ _27'7 /?? F\OY?u u? o? TYPE OF WORK lyErw' Tle/?175fZ!/?"i?L/ FIREPLACE(S) _0 _1 n_3 PHONE #???? yS?f-?36/O APPLICANT deAWZ__ `ADDRESS ZIPCODE PAGER # _ CELL PHONE # 46IZ J mod/ TyS?/ FAX # KS7 `/S'`/-mss s6 VIEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 - New Energy Code Wo rksheet Submitted Plumbing Contractor: 4EW / ?'Z_ ? u1 ?P"'r Phone Plumbing System Includes: Water Softener Lawn Sprinkler Water Heater No. of RI. Baths b` r Mechanical Contractor':: No. of Baths 'V* Phone # Mechanical System Includes: Air Conditioning Heat Recovery System Sewer/Water Contractor: Ae4te ,4'', PZ'0 Fhone # 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?t all applicable State of Minnesota Statutes and City of Eagan Ordinances. B Signature of Applicant Certificates of Survey Received Tree Preservation Plan Received H?)U-c_ n-, Cam`' C UP U? C Pee: $70.00 1'1W .5 with Not Required _ Updated 1/Ot OFFICE USE ONLY ? 01 Foundation - 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 07 05-plex ? 13 16-plex ? 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Garage ? 10 08-plex ? 18 Deck ? 11 10-plex ? 19 Lower Level ? 12 12-plex Plbg_Y or - N ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 430 Accessory Bldg, ? 31 EM. Alf - Multi ? 33 Ext. Alt - SF ? 36 Multi ''g 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 Give PCA handout to applicant 'Demolition (Entire Bldg on lly) - Valuation ©, . DOIJ Occupancy y e /tl a MC/ES System " Census Code / Zoning City Water SAC Units . /. Stories Booster Pump Nbr. of Units Sq. Ft. 3 z1O PRV Nbr. of Bldgs Length 7'V Fire Sprinklered Type of Const Width Footings (new bldg) Footings (deck) Footings (addition) Foundation Drain Tile Roof _ Ice & Water _ Final Framing ( Fireplace - R.I. - Air Test - Final i Insulation REQUIRED INSPECTIONS Final/C.O. _ Final/No C.O. Plumbing FIVAC Other - Pool _ Ftgs _ Air/Gas Tests -Final Siding _ Stucco _ Stone - Windows (new/replacement) Approved By4?z , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other S?2 ?? 63 ?, rl? k- G#066 ?t7F Total Address 160S (TREAT OAKS CIR Zip 5512 } Lot s Blk I Sub THE WOODLANDS NORTH THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: 10.2-5 • 01 Yes No Inspector: Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass Trail/curb damage Porch Basement finish Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE State of Minnesota ) ss Affidavit of '700W":2 (Building Permit Applicant) County of Dakota ) 67 6? , being first duly swom, upon oath, deposes and states the (Building Permit Applicant) the following: 1. This Affidavit is submitted in connection with the building permit application made by ? ? ef5;1111VZ (Building Permit Applicant) for a proposed work project located at 3oaq G re o 4 0a kS C I r ( 1 P? , Eagan, Minnesota. 2. I acknowledge and understand that Minnesota Statutes, s326.84, requires all residential building contractors/remodelers to obtain a license from the Minnesota Department of Commerce, unless otherwise exempt under the statute. 3. 1 am exempt from the residential building contractor license requirement pursuant to Minnesota Statute s326.84, Subd. 3, for reason(s) indicated below (check those that apply): a. I am the owner of the residential real estate on which the home shall be built and I will do the work myself or jointly with my own employees or agents that I am building such home as my own personal residence and intend to permanently live therein. . b. I am an architect or engineer engaging in professional practice as defined in Minnesota Statutes, Chapter 326. c. My annual gross receipts are less than $15,000. d. My contracts on individual projects in aggregate do not exceed $2,500. e. I am a mechanical contractor, plumber, or an electrician. f. I am a speciality contractor, remodeler, or material supplier involved only in part of the proposed improvement to the residential real estate. 4. I acknowledge and understand that the statements in this Affidavit are made under oath and if I make any statement in this Affidavit that I know to be false or incorrect, I understand that I could be subject to criminal prosecution or denial or revocation of the building permit or both. FURTHER YOUR AFFIANT G SAYEVNO,,, ted: 11 Da /N- (Building Permit Applicant) ??/v F-J (Print/Type Applicants Name Address) Subscribed and sworn to before me this day of Notary Public E eLLE (OF-h-( (SEE ATTACHMENTS) Development ??E I lJt ?3 (\)1> Np2TW Lot Number S Block Number Address 3(?OS 61Z??1 C QI°SKS C1IZC_l[= Builder TSSi3C. (?u?N Zy Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wall Other: Replacement Trees: Not Required As Follows: Attachments: By _ Yes DA7 No Additional Notes: CI) N? 69AM CQAK) rC D(Z Cot?S IK?L? CtUt?) f?- Ttv (T`C Lu TtA t n3 tK- CEVT OF A-O'J't Pi2ESr-, tz\jzp -R-cz H:\9hove\2000fIIe\treepres\Tree Preservation Plan Summary-2000 ' E%TERIOR ENVELOPE AVERAGE 'rU" COMPUTATION AA, AIRIER: '? SITE ADDRESS: /? l L G // _yy?? CONTRACTOR. ?D11/V? DATE: PNONE:. 1" V PETERMINE WORKING. SQUARE FOOTAGE OF EACN: 1. M AL %XPUSED WALL AREA,,,,,,,, -iLkV-AJ-- sq ft x r,U„ u ?r • ? ?j , 2. TOTAL ROOF/CEILING AREA,,,,,,,, _?,-I 13. Sq ft x "Ur' 3. TOTAL EXPOSED WALL AREA CALCULATIONS: Total exposed well area above floor,,,,,, b"V :q ft a) Total wall window area: . WN glaaed...... _4 0? sq ft x .,U, _. I • Il/l lkw L!_ . szed....._... sq ft x ,.U t 7 a? b) Total door area ?7 n sq ft x "u" 0 Total sliding glass door area: ?Yw 9?ed...... /yr0 sq ft x „U,. .A . PO glazed...... sq ft x 'lul d) Total f?rePlace wall area ....'"" __ $q ft x "U" a) Total wall framing area 'A01 (Average 109,)......... .141?? sq ft x 'lull 1) Total net wall area above floor (Insulated)....... 6 sq ft x "U" q) Total rim joist area...... sq ft x "U" 104- - M? ra Total foundatlon area (Exposed)........ sq ft 1,) Total foundation window area ............. Sq rt g "U" " ". 1) Total net foundation 2 0 1 area above grade...... r 7 ` sq ft x "U" 1{?? - b 3• TOTAL a) thru 1) Lii'n1L, If Itew N9 Is the "me as, or less than item 01, you have met the intent of 2 MCAR 1.16008 A and 0, 1 CONSTRUCTION A A" . .?A• '•a.i w, ..S• Ai a.:4 -rA WALL FRAMING SECTION: WALL SECI -(1 RIM JOIST SECTION: 3 4 R VALUE rOUNDATION INSULATION RE(W RtU: Min. R-5 on entire wall OR U - 1/R - .? Min. R-10 down to frost depth fOUN0ATION SECTION: 1 Interior air film A.69 SEE 3 ~?---(4 Exterior air film n.17 I a TOTAL W ? U- In-4.(41 SLAB ON GRADE &'A 'A E •? Heated Slabs: Minimum R = 8.5 y..4, Unheated Slabs: ,• Minimum R = 6.2 Q •' d , c ¢ r1 4 l .. • A , .4. ., .. .41 p <; a Page 3 u•1/R•.H U - 1/R - ,lKo 4. YOTAL EXPOSED ROOF/CEILING CALCULATIONS: Total expos04 q roof/calling area.....',,,.. L'? 7 sq ft )) Total skylight area....... -- sq ft x "u" k) Total roof/caillnq framing r area (Average 10%)...... O 'i sq ft x "U" I ¦ `y ? I) Total net Insulated ) ry? 'yp roof/cellinq area....... vH ` I sq ft x "U" Vt/ _IggO TOTAL )) thru l) If total of 94 Is the some as, or less than IfZ, you have met the Intent of Y MAR 3.16OU8,A and o. ALTERNATE WILDING ENVELOPE bESIGN To ut11IZe the total envelope system method, the values established by the sum Of Items 93 and 04 shall not be greater than the sum of Items M1 and 01. + 2. 1015 _- - v.?'j_. ?. a ? 4. C! R T I F I C A I1 O N I hereby certify that -I have calculated the "U" factors and "R" values herein and that the buildinq here described meeis or exceeds the Stetc of 111aneaute Enercy Conservation Act. -KI we (Pelt) 111 1'n Ku CONSTRUCTION R VALUC• M 1,111A SECTION (INSULATED): 1 I alor I film O_,t 4 Exterlor a r Itm s I11. R. 1 T TAIL R U? trILINC FRANIN6 SECTION: 1 por or air I'll 2 3 4 Per ow r i -Tr chat an 5 CtILINn SECTION (INSULATED): V Interior air film 6.61 2 3 " 4 xtor or a r m st t n, YOTAL- U ¦ I/R CEILINA FRAMINA SECTION: 1 Interior air film 0,61 2 3 _.,- - --- __? - 4 @k"teilor`arr•111,6is-0113 `•N,7T 5 Inchas so t?ivnad '-?bTAI. - U- 1/R- I 1 Inside air film 0,61 T 3 4 S Dutslde a r m n, 7 TOTAL R U - 1/R - 0 DuIDLLINL TO (R) FACTORS FROM ASHRAE MANUAL OF TYPICALLY USED PRODUCTS 8111 (ILM5 .u SHEAF Interior Air Film (Walls) Air Fflm Walls) 0.68 0 17 3/4" Wood Subfloor or Sheathing " 0.94 Interior Air Film Vented Ceiling . 0.61 112 Plywood sheathing 1/2" particle B d 0.62 Exterior Air Film Vented Ceiling) Interior Air Fil 0.61 oar Gypsum or Plaster Board 3/8" 0.66 0.32 m (Non Vented) Exterior Air Film (Non Vented) 0.61 0 17 Gypsum or Plaster Board 1/2" G " 0.45 . ypsum or Plaster Board 518 0.56 Plywood 3/9" O.q7 BLOWING WODDS Plywood 1/2" Plywood /4 0.62 1 Approx. " 9.00 Sheatthing Reg. Density 11z" 1 .32 Approx. 4 1/2" 13 DO Sheathing, Reg, Density 25/32" 2.06 Approx. 6 1/4" 19.00 Nail-Base sheathing 1/2" 1.14 Approx. 7 1/4" 24,00 Approx. 14" 30.00 ROOFS Approx. 18" 40.00 All other insulation materials must Built-up Roofs Asbestos-Cement Shingles 0.33 0.11 be verified (R Factor) Asphalt Roll Roofing 0.13 ' Asphalt Shingles 0.44 INSIILAI' 1 ON insulation: 2-2 3/4" Fiberglass 7.00 SIDING Insulation: 3 1/2" Fiberglass 11.00 Aluminum Siding 0.61 . Insulation: 6Fiberglass 19.OD Aluminum with Backer 1.82 Insulation: 3 5/8" Fiberglass 13.00 Aluminum with Backer 5 Foiled 2.96 Insulation: 9" Fiberglass - 30.00 112 x 8 Lap Siding (Wood) 0.81 Insulation: 12" Fiberglass 38.00 7/16 x 12 Hardboard Siding 0.67 Insulation: 8" Cellulose 29.00 Asbestos Sidings 114 Lapped 0.21 Insulation: 10" Cellulose 37.00 Stucco (Brown and Finish Coat) ---- insulation: 12" Cellulose 44.00 IosulaLIon; 1 1/2" Thermax t1.uu Insulation. 2" Thermax 16.00 LOgRC (0) WOODS 1 3/4" solid Core Door -46 _ W/Stormy Wood 31 fir, Pine b Similar Soft Woods W/Stuns, Metal 26 1 1/2" 1.89 Pease Steel Door Insl/N/GL 1.45K .13 2 112" 3.12 Sliding Glass Door, Wood .65 3 1/2" 4.3b Metal 172 6 1/2" 6.87 CONCRETE KKK WINDOWS 8" Concrete Block (S 6 G Reg.) 1.11 All Windows (w/Storms i" to 4" Space) .56 (Filled with Vermiculite) 12" Concrete Block (S 6 G Reg.) 1.93 1,28 Removal Double Glazing (ROG) " .55 (Filled with Vermiculite) 3.15 Air Space Thermo or Welded 3/16 .69 8" Light Weight 2.18 1/411 Air Space .65 (Filled with Vermiculite) " 5.03 1/2" Air Space (Other windows specifically tested .58 12 Light Weight (Filled with Vermiculite) 2.48 5.82 cdn use better ratings) r? 0? ?J STRUCTION ANING SECTION: ION (INSULATED) R VALUE U - I/R - .II u - 1/R - , Ul-i KIM JOIST SECTION: C FOUNDATION INSULATION REQUIRED: Min. R-5 on entire wall OR Min. R-10 down to frost Zepth FOUNDATION SECTION: J E TOTAL R 1?3 U M 1/R' al- SLAB ON GRADE Unheated Slabs: Minimum R = 6.2 11.00 2-8-?-A-O S-q-O 2-.a0 9-?0 0-8-0 9?0 4 ? e g U 0 b 0 NOTE KANYPAPE ?? (N46 b ?O Mu F 71 GJ W.95F3ftl m NMJXG PATTERN F ISAAC GANZ RESIDENCE N -m 4 A L--8--0 3-?0 40.0 94® 9A0 U- u-e-e 3e-e-e w-5 1141 iwnmes iw. wc: vo. Aes A ISAAC GANZ RESIDENCE Itu+Eoxow W, -ne Ewer WKWAM 0A., _ vim, bww?nom wrq¢:_ aee?- NOTE rbre NOTE NITA4$; TO ANJ5T u? G0'oms nae MORE TM.T5 FM nag" IaED ENC 0wG fieN CanMrchr b AW LFUi 6A NNWYG PM1TfERN LJ ??? Y N a M1 m w N 0. 1[ H 111 11 11 11 11 11 ll 1111111111111 1 __ _ s 1 11 N A U- ?s-e-e a-" ?z-n-e 23-" 3?-e 6 #1 garage header TJ-Beam'4 v5.55 Serial Number 700-103176 3 PCs of 1.75" x 16" 1.9E Microllam® LVL BEAMUSA 1111 2114/2001 400.57PM Page 1 of 1 Build Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 721 Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - RES Application Tributary Load Width. V Loads(psf). 60 Live at 100% duration; 12 Dead; 0 Partition; and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Unlform(plf) Floor(100) 240 72 Tapered(plf) Snow(1.15) 60 to 300 13.8 to 69.1 Uniform(plf) Snow(115) 8411 168 Point(lbs) Snow(1 15) 2334 1000 SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. 1 2x4 Plate 3 50" 3 998" 6819 / 2101 / 8920 2 2x4 Plate 3 50" 5 018" 8846 / 2351 / 11197 0 to 16' Replaces floor 0 to 6' Replaces 6' to 16' Replaces 6' Adds to girder PLY DEPTH DETAIL OTHER 1 16.0" Detail A3 1 25" LSL Rim 1 1601, Detail A3 1 25" LSL RIM See TJ SPECIFIER'S / BUILDER'S GUIDES for detall(s)* A3. Bearing length requirement exceeds input at support(s) 1, 2 Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 10973 9012 18354 Passed(49%) Rt. end Span 1 under Snow Roof loading Moment(ft-lb) 44782 44782 53672 Passed(83%) MID Span 1 under Snow Roof loading Live Dell (In) 0 492 0 522 Passed(L/382) MID Span 1 under Snow Roof loading Total Defl.(in) 0.634 0.783 Passed(L1296) MID Span 1 under Snow Roof loading - Deflection Criteria. MINIMUM(LL L/360, TI-1/240). - Bracing(Lu)' All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member sta bility - Standard(TJ Criteria) deflection has been exceeded. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above - Note See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION Ganz OPERATOR INFORMATION: Stock Building Supply Morley Frantzick 915 Yankee Doodle Road, PO Box 21099 Eagan, Mn 55121 6514544985 6514541511 Copyright® 2000 by Trus Joist, a Weyerhaeuser Business TJ-ProT" and TJ-Beam'" are trademarks of Trus Joist Miomllam® is a registered trademark of Trus Joist SE. 1 #2 garage header TJ-Beam T- v55serial Number 700103178 2 PCs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 211412001 40321 PM Page 1 of 1 . Bwld Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED rt ?-?n - 9' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - RES Application Tributary Load Width: 1' Loads(psf) 60 Live at 100% duration: 12 Dead; 0 Partition, and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1 00) 240 72 0 to 9' Replaces floor Uniforrn(plf) Snow(1.15) 7806 156 0 to 9' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT PLY DEPTH DETAIL OTHER 1 2x4 Plate 3 50" 3 812" 4593 / 1078 / 5670 1 11.9" Detail A3 1 25" LSL Rim 2 2x4 Plate 3.50" 3.812" 4593 / 1078 15670 1 11.9" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s). A3. - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5460 4056 9081 Passed(45%) Lt. end Span 1 under Snow Roof loading Moment(ft-lb) 11831 11831 20525 Passed(58%) MID Span 1 under Snow Roof loading Live Defl.(in) 0 168 0.289 Passed(L/621) MID Span 1 under Snow Roof loading Total Dell (in) 0207 0.433 Passed(L/503) MID Span 1 under Snow Roof loading - Deflection Criteria MINIMUM(LL 1-1360, TL:1-1240) - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. - Note. See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection PROJECT INFORMATION Ganz OPERATOR INFORMATION: Stock Building Supply Morley Frantzick 915 Yankee Doodle Road, PO Box 21099 Eagan, Mn 55121 6514544985 6514541511 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business. TJ-Pro T" and TJ-BeamT'" are trademarks of Trus Joist MicrcllamO is a registered trademark of Trus Joist ?..... L] l Ti-Beams" v5 55 Serial Number 760103178 Deck beam 2 PCs of 1.75" x 11.875" 2.0E Parallam® PSL BEAMUSA 1111 20412001 3 46 23 PM Page 1 of 1 - Build Code. 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ?I - - -(z1 Product Diagram is Conceptual. LOADS: Analysis for Beam Member S upporting FLOOR - RES Application. Tributary Load Width 1' Loads(psf). 60 Live at 100°/% duration; 12 Dead; 0 Partition; and. TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 546.7 109.3 0 to 13' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs ) WIDTH LENGTH LIVE/DEADTI-OT PLY DEPTH DETAIL OTHER 1 Column 3 50" 361, 3508 / 791 / 4299 1 11.9" Other 2 2x6 Stud Wall 5501, 4.25" 3599 / 812 / 4411 1 11 9" Detail A3 1 25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s). A3 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(b) 4188 3441 5303 Passed(65%) Lt. end Span 1 under Floor loading Moment(ft-lb) 13086 13086 14927 Passed(88%) MID Span 1 under Floor loading Live Defl.(in) 0.379 0.417 Passed(L/396) MID Span 1 under Floor loading Total Defl (in) 0 496 0.625 Passed(L/302) MID Span 1 under Floor loading - Deflection Cntena* MINIMUM(LL: L/360, TL:L/240). - Bracing(Lu) All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. - Environment Consideration CCA-SL 1 (DRY USE); TREATED MATERIAL USED IN DRY SERVICE. 19% MAX MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJ. Wolmanized® CCA Parallam® material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation - Note See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION Ganz OPERATOR INFORMATION: Stock Building Supply Morley Frantzick 915 Yankee Doodle Road, PO Box 21099 Eagan, Mn 55121 6514544985 6514541511 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business TJ-Pro TU and TJ-Beam T" are trademarks of Trus Joist Parallam® is a registered trademark of Trus Joist Wolmanized® is a registered trademark of the Hickson Corporation #3 fireplace header YTJ-Bae m? v5 55 Seumber 740103178 1.5" x 11.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 211412001 3 50 59 PM Page 1 of 1 • Build Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED P Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width 1' Loads(psf): 60 Live at 100% duration; 12 Dead; 0 Partition, and. TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1,00) 0 15 0to20' Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5 5" ----- / --- /186 1 11 2" Blocking 2 2x4 Stud Wall 3.50" 3.5" ----- /----- /183 1 11.2" Blocking DESIGN CONTROLS MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 180 160 709 Passed(23%) Lt end Span 1 under Dead load Moment(ft-lb) 875 875 2076 Passed(42%) MID Span 1 under Dead load Total Defl.(m) 0.240 0 975 Passed(U973) MID Span 1 under Dead load - Deflection Criteria: MINIMUM(LL U360, TL L/240) - Bracing(Lu): All compression edges (top and bottom) must be braced at 162" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above PROJECT INFORMATION Ganz OPERATOR INFORMATION: Stock Building Supply Morley Frantzick 915 Yankee Doodle Road, PO Box 21099 Eagan, Mn 55121 6514544985 6514541511 CopyngM 0 2000 by Trus Joist, a Weyerhaeuser Business. TJ-Pro- and TJ-Beam T. are trademarks of Trus Joist DATE OF SURVEY: LATEST REVISION: 0 DOCUMENT STANDARDS ? N \ Q ? • Registered Land Surveyor signature and company I?? ? • Building Permit Applicant IV ? • Legal description V El ? • Address ?' ?7 ? . North arrow and scale C ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) V ? ? • Directional drainage arrows with slope/gradient % ? ? • Proposed/existing sewer and water services & invert elevation - / ? • Street name 9 ? ? • Driveway I? ? / ? • Lot Square Footage S u ? • Lot Coverage 11-1(0-00 3- - d/ ELEVATIONS Existing El? ? • Sewer service (or Proposed) 1?" ? ? • Property comers V ? ? • Top of curb at the driveway V ? ? • Elevations of any existing adjacent homes ? V ? • Adequate footing depth of structures due to adjacent utility trenches Proposed IV ? ? • Garage floor V o ? . First floor td ? ? • Lowest exposed elevation (walkout(window) V ? ? • Property comers ?v./ ? ? . Front and rear of home at the foundation ? V / ? ? L' ? ? V? ?/ ? Gi !J ? ?? ? Ict' ? ,L1 17 III PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation 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, Reviewed. March 1999 0RAam1nr.PRMTCM ® ImC(leme INDUSTRIES, INC. 2926 Lone Oak Circle St. Paul. MN 55121 Phone(651)454-3610 Fax(651)454-8556 FAX TRANSMITTAL SHEET FROM- DATE TIME ?' Jas TO: /? 1 Company__,_ u ?r ( {flc/it?? ??l To The Attention Of -__0_ 2 ?? cexn c 4? Fax No. No of Pages: (Including this sheet) (Please advise immediately if the number of pages conflicts with number shown above) Fax Topic: /C G ° `36ns ?Q Additional Comments: Response Requested? T•CA Yes No 9S9 8-b9b-TS9 siaatag aiine-1 db5=C0 To 6T idd 9998 GS7 TS9 I T = INSTANT TESTING COMPANY .. CO 4000 Beau D'Rue Drive - Eagan- MN 55122 • (651) 454-3544• Fax: (651) 452-1826 Proctor Test Report ISAAC GANZ 2926 LONE OAK CIRCLE EAGAN MN 55121 Project: 2926 Lone Oak Circle Oate Sampied November 20, 2000 Submitted By David Kolstad, ITCO Reported November 28. 2000 Performed By David Kolstad, ITCO Standard Moisture/Density Test Curve Number 2000-01 Visual Soil Class: Loamy sand Standard Maximum Dr Densit : 121 0 Optimum Moisture 1.1 1 Representative Of Density Test 1 Remarks Copies To Charge Codes: Standard Proctor Sample prep #303 1 #302 1 z - d 9SS8-tSb-1S9 Signod - Cad A nderson Prof essional Engineer - Registrati on IVa 10736 staii as ai?ne-j dyScEO ID By JJU 111111111 IT111111111111111 - C ISAAC GANZ 2926 LONE OAK CIRCLE EAGAN MN 55121 Protect: 2926 Lone Oak Circle Date Tested November 20, 2000 @ 2.20 pm Ordered By. Customer DENSITY TEST REPORT Reponed November 28, 2000 Field Technician' David Kolstad, ITCO Inplace Density Test Test Number 1 Location NW corner of house ad Depth Below Grade 13' Visual Soil Class Loamy sand Proctor Curve Number. 00-01 Percent Moisture' 6.4 Optimum Moisture: 11 1 Relative Moisture Percent 58 Field Density PCF: 119.5 Standard Maximum Dry Den:,I?j_PCF 121 0 Relative Density Percent: 99 Required Minimum 98 Remarks Copies To Charge Codes Density Test 1 #601 1 Charge Per Test 9306 1 Mileage #612 14 Signed _ Cad Anderson, Professional Engineer - Registration No 10736 6 'd 9SS8-bSb-TS9 siajiag aTjne-j -111,S:60 TO E31 JdLJ INSTANT TESTING COMPANY 4000 Beau D'Rue Drive • Eagan, MN 55122 • (651) 454-3544• Fax: (651) 452-1826 I= CO SAAC GANZ 2926 LONE OAK CIRCLE EAGAN MN 55121 Project: 2926 Lone Oak Circle Date Tested. November 21, 2000 @ 11 am Ordered % Customer DENSITY TEST REPORT Reported: November 28, 2000 Field Technician'. David Kolstad, 1-CC Inplace Density Test Test Number 2 Location 20' 1N of E wall Depth Below Grade 10' Visual Soil Class: Loam sand Proctor Curve Number 00-01 Percent moisture' 7.0 Optimum Moisture 11 1 Re:atlve Moisture, Percent. 63 Field Density, PCF: 1152 Standard Maximum Dr Density, PCF: 121 0 Relative Densit , Percent. 95 Required Mmimurri 96 Remarks Copies To Charge Codes Density Test 2 #601 1 Charge Per Test #306 1 Mileage #612 14 -1/ v i?V f? i I ?Yit? Signed Carl Anderson, Professional Engineer - Registration No. 107:6 tr d 9SS8-trStr-TS9 scai ag axine-1 dSS°EO 10 13 S -Add INSTANT TESTING COMPANY 4000 Beau D'Rue Drive • Eagan, MN 55122 • (651) 454-3544• Fax: (651) 452-1 I= CO INSTANT TESTING COMPANY 4000 Beau D'Rue Drive - Eagan; MN 55122 - (651) 454-3544- Fax' (651) 452-1826 DENSITY TEST REPORT {S.AAC GAN7- 2926 LONE OAK CIRCLE FAG.AN A'N 55121 Project: 2926 Lone Oak Circle Date Tested November 21, 2000 @ 2:40 pm Ordered By Customer Repc'toc November 28, 2000 Field Technician. David Kolstad, ITCO Inplace Density Results Test Number. 3 4 Location: Center of N wall 20' VV of E wall Depth Below Grade: 8' 6' V-Isual Soil Class: Loam sand Proctor Curve Number: 00-01 Percent Moisture 7 3 76 Optimum Moisture 11 1 11 1 Relative Moisture, Percent: 66 68 Field Density, PCF 113.7 122 7 Standard Maximum Dr DenSit , PCF 121 0 121 C Relative Density, Percent 94 101 Required Minimum 95 95 Remarks' Copies To Charge Codes Density Test 3-4 #601 1 Charge Per Test 4306 2 Mileage #612 14 zhe Signed Carl Anderson, Professional Engineer - Registration Nn. 1073? S'd 9SS6-1119b-T99 ssaiiag aiine-1 dSSr60 TO 6T jdd INSTANT TESTING COMPANY 4000 Beau D'Rue Drive • Eagan, MN 55122 • (651) 454-3544• Fax: (651) 452-1826 DENSITY TEST REPORT ISAAC GANZ 2926 LONE OAK CIRCLE EAGAN MN 55121 Project: 2926 Lone Oak Circle Date Tested November 22, 2000 @ 10.15 am & 2:30 pm Reported November 28, 2000 Ordered By Customer Field Technician Gary Standish, 1-CO Inplace Density Resdl*.s Test Number. 10 15 am 5 2 30 pm 6 Location: Rear pad I:ne NW corner Cecterl-ine of pad Depth Below Grade 9' 2- Visual Soil Class Loam sand Proctor Curve Number 00-01 Percent Moisture: 55 5.7 Optimum Moisture: 11.1 11 1 Relative Moisture, Percent: 50 51 Field Density. PCF: 115 8 114.7 Standard Maximum Dr Density, PCF: 121 0 121 0 Relative Density, Percent. 96 95 Required Minimum 98 95 Remarks Copies To: Charge Codes. Density Tests 5-6 #601 2 Charge Per Test #306 2 Mileage (2 trips) #612 28 ?1 i 6, '?? , e6w Signed Carl Anderson, Professional Engineer - Registravon No. 10736 9 'd 9SSEI-bSti-TS9 stajiag axine-1 dSS:EO TO ST JcIU =C0 ISAAC GANZ 2928 LON7 OAK CIRCLE EAGAN MN 55121 Project: 2926 Lone Oak Circle Date Tested November 27, 2000 @ 11 30 am Orderea By Customer Remarks Copies Tc Charge Codes L •cl INSTANT TESTING COMPANY 4000 Beau D'Rue Drive • Eagan, MN 55122 • (651) 454-3544• Fax. (651) 452-1826 DENSITY TEST REPORT Reported: November 28, 2000 Field Technician' Gary Standish, IT CO Inplace Density Results Test Number: 7 8 Location Rear footing line NE ad corner W footing line center Depth Below Grade, Slab elevation Visual Soil Class: Loam sand Proctor Curve Number. 00-01 Percent Moisture 6.4 7.0 Optimum Moisture 11 1 11.1 Relative Moisture, Percent 58 63 Field Dens:t , PCF 119.8 114.6 Standard Maximum Dr Density, PCF 121 0 121 C Relative Dens lt , Percent 99 95 Required Minimum. 95 95 Density Tests 7-8 #601 1 Charge Per Test #306 1 Mileage #612 14 Signed Carl Anderson, Professional Engineer - Registration No. 10136 9Sse -bSb-IS9 siaiiag ai. nel dSS 60 10 6I -JdH Site address: 26 D- EST O/f 4 0 "Lot S- Block L Subd. Zhe lY /? ?? N 101-6- On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. '::-uRir This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE a+? T ePi-uB 40I 356-IM /?00 Gtr Zwg 0 * X-e -4l? Dryer T ? ?JrO d 2, two "V4 '? EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED YES NO Kitchen kitchen VE T- 2 _c? __ Bathroom 1 A24"Oplo, 1/402- Bathroom 2 / A*14 j Bathroom 3 X. 44 9?9tt/? - //f/ L X Bathroom 4 ?? v- /? Z d X Other FIREPLACES LOCATION GAS WOOD MANUFACTURER MODEL BTU'S VENTING DIRECT ATMOS 6'!1. )? f/ nr-AGO T L 3?00° 3meoo I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and City of Eagan requirements. Signature Z Date Company Name This form is the responsibility of the General Contractor. _ A Q 10 \\ I i \ f 194,84 tit I'Z' Ook ?•? ` - \ _ f \ \ f24` ``. - \ Oak 0,0- 00k 0 lt 147' pop 10 Q 14? Ook be'?nf I 94, 9°k 10. 0 5 \ \ OOk C6 24. OOk I 10 \\ \y 0 ??? °°k I I N \ \ 6 F I o a wOpOB' I ok? j I Ook it 1 t?l : 3 ,O, Ook + , .65 56686888 45 ` -W I cfls \ ., Oak eo57e??' pao / / i /xG I I I till 4 880 2.5 ?l7 co I18' 4*40 OOP \\` f 1 / l x i 61? I / / I I F" "` House LJx l ?, ?? / 1 I I .80 proposed 874 3,r)94 Sq. JR. BB1 \\ / / / x ! ?i 8831884'88 g? \ j / J X60 , 9g6-_ r_ x C o. \ . ' . ' 887' 3,tta - ? ? .? ? _? _ y'' I , 188gg89? I ?9•qD.\ Vin.„1 f At \ I Asa ?` I 1 ee9? I ?' \ I I 1 House setback lines i 1°p \ I I ~ - y J 1 Zo I \ I _ BB9. I _ 10 o I _ ?A ? lye` k x B@9Iro r,. .. I o b4 00/, -50 x $e 106.17 0'52"W ??..{ e- -.? S68° z, l -? S IRC n ?^ AK Building Permit Survey For: ISSAC GAIeIZ of Lot 5, Block 1, THE WOODLAND NORTH, Eogan, MN. ea 28" Ook NOTES Bearings .shown are based on the plat of THE WOODLANDS NORTH. 8" Oak - Contact Gopher State One Call at 454-0002 for precise utility locations before any construction shall begin. Benchmark: Top of Hydrant located on the south side of Great Oaks Circle cul-de-sac. Elevation = 891.48 feet. N89~3 21 E 194.84 .Area of 'property ` = 37,.665 Sq. ft. or 0.865 Acres o . O , s h Zoning of property: R-1 (single family residential r z Setbacks are as follows: 5 i if Ora »a a and ut eosemenf - Front: 30 feet House side: t O feet tJ? 9 dY 1 per plat of T?te Woodlands North--~~ ~A ip ~ y Garage side: 5 feet W ~ ~ Rear: 15 feet N a ~ ' 1 ~ 40 Elrene Rood: 40 feet ` ~ ~ N N . 12 oak 1 i ~ Building setbacks :and zoning information obtoined from the City of Eagan. 12" Oak '1 f%1 Address of property is 3605 Great Oak Circle ~24°°Oak 10" Ook ~Q ~i ~ 1 s v ~ E ge of woods 1 ~ GI T4" Oak • Z4" Oak x O ` ~ ~ x 5 ~ ~ i 1 ~ 6.80 1 10 24" Ook x/ ~ ~ / ~ / / 188 .30 ~ ~ / 1 ~ MHQ - ~ / / / / / ~ 1 10" Oak 22" Oak / / / / ~ ~ ~ \ / I \ \ x y ~ ~ ~ ea~.so 1 ~p / / 81'9.5 ~ _ ~ / / / / / I - - ~ ~ 1 1 \ \ / / / 6 oak x I \ ~ I ~ I 1 15" Dak 5,. Ook / / / / / / ~ 81. ~ ~ \ 10° Dak ~'AO/ / / / / / / / ~ ~.-1 / / .o \ 1\~ Q \ /61 g / / / ~ LEGEND \ 66 ~ 06 / / 81`7.3,0 / / S 4 ~ \ / .87.0:$0 / / / / ~ ~ 0 ,8 Pme Area of property 37,665 Sq. ft. \ i / / 1, ~ / / / / / >I ~ Iron Monument Found Area of house foot rint = 3 694 S . ft. \ 4 / / ~~°a~ ~2 /i ~~i / / / ~ ' 8821'0 \ ~ 4 htHQ Manhole Percent of Lot coverage = 9.8q \ / / / / ~~1~ a / y, / ) 1 1 D Bituminous Surface St \ / / S / ~1 g1 g / J I _ _ ~`0 12" oak I / / , ao / / 1 I Area of woods 18,100+/ Sq. ft. \ / (I / / / / a ! / _ R' \ ~ x f l l~/ / / . ~ 88ty60 / ~ I p e ass.8 x penotes Existing Spot Elevation Trees to be removed:.- 0 O, I k / / i , ~ ~ ~ J j / J 63. 1 ~ x 8es,8 penotes Proposed Spot Elevation Percent of woodlands` to be removed = 0% ,93 ) l \ I I) I r k 5 ~ / 882.40 88 .3 / 8 .0 ` „ . Lfi \ ) Z / / 8 Pine N Gara e Floor Elevation = 890.0 \ J J I 18 .30 / / / / ~ p g , , I / / ov98 x, / To of Foundation Elevation = 890.33 I I I a`~ ~ at~ / / / ~ ~ 24° oak ~ , , ! I d b~ _ ~t~?,~46_ - ~ ~ o~" _ 1. tjasement Fioor tievatron - uai.55 _ \ ~ I ~ ~ I I / R ~ „ 1 +1 / P o~ 54 ~ , 1 \ 12 Dtrk I I x / a1K >k ~ a5 ~ ~88s.00~ 887.16 / ~ 6~ ~a8 ~ a6 ~ ~ 1 / ~ 3, a , I 7.80 ~ ~ ~ ~ ~ x / / x, ~ ~~~8,~. ~ 874. ' ' ~ ~aa$ 8g9 ~ ~ x \ / / ~ ~88~60 i i ~ \ 889.68 \ / / ~ \ / ~ ~ i ~i ~ 4 • 6 \ l ~ ~ ~ 1.r•,„r 887. D6 om„ 881.97 \6 ~ x- ~ i i ~ 889.80 A` ,3,•.. . ~'~o• ~ 88 121' ~Ook / ~ 0 //i ` { 1 ' b ~ s 0 / / / i ~o~' ti Kline ; ,889. 8l~7.74 O 86.10 oc x ~ \ ~ b > C~ PROPERTI' bESCRfPTION c.~ `V~ ~C set 8 .13 h,, \ ~ 1 age > 888.43 ' ' ~ ~ ./889,8 t 889,80 ~ ' 887.40 \ \ + Lot 5, flock 1, ~tHE WOODLANDS NORTH, according to the recorded plat .887.13 1 ~ / w x ~ r \ ,`b ~ ti ~ ~ ,7.:44 thereof,-'Dakota County, ::Minnesota MHQ O N ° e1e~' ~ 888.12 o , ~p 1 ~ ~e~t {ee' ~ ~ , ~ m 0~ ~ , x ~ 887, &6 1. ~ v ~ g~ ~ 6 X89.0 889.40 w ~ 1 ak o / 889.73 \ ~ \ 889.91 x ~ ~ N 88 \ s ~90.58'~ ~ 8 .OS ~ x 889.50 x 6 ~ r Erd "oak ~o S S,~T • NA ` ti ~ i/2 Iron rebar 889.63 888.51 Wp I hereby'°certify ,that this survey wos prepared by me or under my direct supervision and that I am ; a duly License ~ Surveyor under the laws. of the .State of Minnesota. 0 10 20 40 60 Dated this 10th :day of November, 2000 ' ~ In , F ScQ e eet RENDER & ASSOCIATES, `INC. . , ~~a~~~., .r~ r ~ ~ , Alvin R. Rehder,', land Survey . Minnesota license Na.' 13295 ' Revised: November 15th, 200Q -Update building setback along Eirene Road ,..w so , Revised: i'ebrua 19th, 2001 -Pre are buildin ermit surve P 9 p Y . ._,.,r.., sr<.~w ~ Revised:. March tst, 2001 Update per comments from city . Rehder c~nd As~ocic~~~s, InC. r`ivu ~n?r~N~~A~ aNn i a~~n c? ~av~vn~c 3440 Federal Drive Suite 240 • Eagan, Minnesota Phone (551) 452-5051 JOB: 004.1733.010 FILE: 00-167 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA131040 Date Issued:05/29/2015 Permit Category:ePermit Site Address: 3605 Great Oaks Cir Lot:5 Block: 1 Addition: The Woodlands North PID:10-75890-01-050 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 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 - Isaac Ganz 3605 Great Oaks Cir Eagan MN 55123 (612) 384-7491 Bonfe's Plumbing & Heating 505 Randolph Ave St Paul MN 55102 (651) 228-9071 Applicant/Permitee: Signature Issued By: Signature 01/10/17 TUE 08:32 FAX 6517741007 FOREMOST MECH 141002 Use BLUE or BLACK Ink r / For Office Use` [� C/ City44 ". of La an Permit#: /t'/0/ / q'�' Permit Fee: (/ ' 0 CJ 3830 Pilot Knob Road Eagan MN 55122 Phone:(651)675-5675 Date Received: Fax:(651)675-5694 Staff: i- 2017 MECHANICAL PERMIT APPLICATION 0 Please submit two(2)sets of plans with all commercial applications. Date: 1(10 I.('),"7 Site Address: 211:0C) G'Sl '.Crk 60,- -Z C.`rc -e.- Tenant: Suite#: F...::: :.. . Name: 1:,;`.R+e S detitkit rnt r �Ci c env Phone: VSCir1e,G0 a. 5 �1� I::;{:::::::` :'.::" .;:....:: ::;::;:- Address/City/Zip: �QoJ ��G• lam- (;, I'1 �1�_ ,: Name:t-ACAt)I MMc�Y U License#: P'1- (O �C , :. :. ...-':.:. .: .:.-:: :. ::.::.:'i Address: \71 I 4 E0- City: I`�IU ood Contracto'r:... .::r v I . ...... ...... ...: ....:.: :.. State: ` Ki Zip: �S�O�i Phone: C D 5l -al a._G)az-) Contact: 1`A Ve- U"`e- A Email: “\ 0 MC. ,L34UX\by 0S. (O m •a. New "V Replacement Additional Alteration Demolition 1;:: : :.Type:of.Work : : Description of work: NOTE Roof mounted and ground mounted mechanical quipreen t is required to be:!.c. ned by.City: , 4 Code. Please•contactthe Mechanical inspector for information ori,permittedscreening methods 1 1.�,: .,.,,.-n.r,..,,...,.. RESIDENTIAL:.�.x�,..,�.�.:�.. ,w..�. ... .x....:�..�.;„Ya.,,�.COMMERCIAL�� .�,...,�.� .r��< .�,K� i s Furnace New Construction _Interior Improvement ermit:.pe. :,`:`I Air Conditioner 11 Install Piping Processed . . , • -•- .• .-.• ;:.,.. Air Exchanger —Gas Exterior HVAC Unit } Heat Pump r der/Above ground Tank ( Install/ Remove) f ,«.�.�,-,�.,.�..�,�.- .,..,.,�.� a.n k Other l�.-.CJ t)� ,-..,..�.,.u,:...,:.-.�.,` ,..� 1 1 RESIDENTIAL FEES i i ri $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge ��rr ,, $100.00 Residential New,includes State Surcharge =$ .0V TOTAL FEE ,.,.<a,. ,. .,. .._,,.,_„...-:.,:__.,- I COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ Permit Fee a I 3 =$ Surcharge a Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE 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, �,.y, x � 1t- C k4` ��(�/� 'ill /,�2 74v) Applicar t Printed Name Applic*It(t#Signature ° Required Inspections ate: . Reviewed By Underground•: :. Rough In - ' Air Test Gas Service Test In floor Heat Final` HVAC•Screening:"' PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA140842 Date Issued:01/26/2017 Permit Category:ePermit Site Address: 3605 Great Oaks Cir Lot:5 Block: 1 Addition: The Woodlands North PID:10-75890-01-050 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Isaac Ganz 3605 Great Oaks Cir Eagan MN 55123 McQuillan Brothers Plumbing & Heating Co 1711 East Highway 36 St. Paul MN 55109 (651) 292-0124 Applicant/Permitee: Signature Issued By: Signature