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1704 Terra Glenn Ct-7 -7 z(a -7 i? ITCO ALLIED ENGINEERING COMPANY AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechroral Services. Commercial, Residential and Municipal 7125 West', 2(1 Street,, Sulle #500, Savage, Minnesota, 55378 - - incur con. (952) 890-7366 Soils Inspection Report Aprii 13,20C7 DSM Excavating 2916 Enterprise Avenue Hastings, NIN 5,5033 Project: 1704 Terra Glen Court, Eagan Fax. Date of Inspection: April 11, 2007 @ 9 14 am inspector: Ken Schaaf, ITCO A technician from !TCG Allied Engineering Company arrived to perform a visual inspection on the pad hale or, the above referenced date The pad had been dug aoout eight inches to deep and then backfilled with some c,aar rock '.o bring it back up :a the desired elevation, The intention of the rnspechon was to confirm that tree: was a good solid base under this rock. Upon checking with a spade and hand auger showed this to indeed be the case, The case material was found to consist of a s!igntly silty sand and gravel, well drained and quite stable. Approval was therefore given at the Lino of inspection to pour footings Charge Code, Sod Inspection 4602 1 Voleage 0612 24 Pads constructed of ergmeered fill could be subjec: to a loss of consolidation it left unbuil: upon over a smgle winter Penetrating frost combined with a season of freeze-thaw cycles might loosen sods Ic the depth of the frost This applies to UII composed of edner granular of fine-grained cohesive rratenal All pads left exposed for one warder should be inspected by a geotechnical engineer or techi lan. r Instant Testing Company Ken Schaaf. Soil Technician I*d aSb:1i Lo CI Jdb wrcam. <uur D. qv uoGOri rdcoc+; WtNZEL L-r`fitt E1tJ-'lIJU I'GGE 072/02 WEI wenze, I Engineering Incorporated 10700 Morrart AVE SoUrh Rioonungrom. MN 55?3f pHONE 952-885 6516 FAX 9-U-883,,.'1817 October 12. 2006 Revised May 2, 2007 Tom' lamtc Lrmdgmit Bros. Construction 545 Indian Mound East Wayzata, MN 55391 1?04 T V,9* GtLt, J Re: Hampton "FP'.(Prairie) Plan, 1704 Terra Glen Ct. 3rd-Stall Garage RcItana Walls Dear Tom: GT' As requested, we have completed our tevicw of the garage return walls on the 3'd-Stall Option, for the I-lampton "HI" Plan located in' MN. We based our evaluation on drawings provided by you on 10.11-06. It is my understanding that the City mguacs an Engineering evaluation of those walls as a Condition of permit. We evaluated the walls according to IRC 2000, using a 90 MPII wind speed. In enter to adegrratety brace the from wall of the garage, given the narrow section of 'Nail between the door openings, it is nccensary to provide (II-Simpson Steel "Strong-Wall" SSW 18x8 panel at each end of the front Garage valt. Verify height of "Strong-Wall" panel with field condition,.; prior to ordering, panels, to assure workability with garage door height. Garage door headers shall be continuous over all garage doors and over the top of the Strong-Wall panels, as shown on attached Manufacturer's literature. Anchor each panels to the foundation wall at each end with Mlti 1" diameter x k2-3/8" minimum embedment 1IAS,C Standard hods. using Hilti HY150/HiT adhedsive. install anchor rods/bolts per Manufacntrer's instzucaions with 2. bolts per panel (I at cacti end of each panel). Each Strong-Wall panel needs to be fa;ltencd to the underside of the garage hostler wirh 4- Simpson SDS Y4" x 3 45" screws (provided with wall pancp. In addition, headers need to'cxtoud over rho full 15" width of the Strong-Walls. At intermediate supports between gtuage skills, pr(widc Simpson (or USP) LSTA24 Strap lies at the exterior face of the headers, across the joint between dour headers. Please contact me if you have further tluestiOM Wenzel Engineering, tire. OG Patricia A. Cole, P.E. MN lteg. Nc. 16175 MIP Cities Digital ity Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. U5IU2!2UUi 13:44 95288925:37 tNENZEL ENGINEEPIPIG PAGE 01702 a FagmeeTZn9 IrLc;orporated ?plp89rW7f'IR,?m w. .lRi?wlv?l'tpr"li'I'tN 53131 fig{, 932,R?KSId hhr 9K„ 81rta :SR' i? patdaa Cole, p.E, -rom Taff0e -~ pagew 2 (fncl. oaver) Fww 952x76.0312 52-07 Phoww 252-2494500 n ?URevisad U MOT Job !h 042.049.014 Rae Hmnpto 1704 Tenn Rlen Ct. OTC John O'Meara rwo 651454.5723 X An Requastad X For Your use Pleoas carla wd CW7Y Mailed urUsnt John, Here is the letter you requested replacing the orj" cast-i"ace scaor bob w& HIIN kdhesno A,nchom patty ,> 77Z'7 f ?L >7q a L' '3 2006 RESIDENTIAL BUILDING PERMIT APPLICATION)PF 7721?"1 City Of Eagan q7.2 7 il 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements y'T,egistered site surveys shoving sq. ft. of lot, sq. ft. of house: and all roofed areas (20%maramum lot coverage allowed) ?2 copies of plan showing beam 8 window sizes, poured found design, etc V1 set of Energy calculations 3 copies of Tree Preservation Plan if lot platted after 711N3 Rim Joist Detail Options selecUOn sheet (buildings with 3 or less units) yMinnegasco mechanical ventilation form ' ' Remodel/Repair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addihon - indicate if on-site septic system gV-7o.3' 9o.5(; 904 c/? 51-• 3 Office Use Only Cart of Survey Recd L "Y _ N Tree Pres Plan Recd _Y VN Tree Pres Required _Y klq? On-site Septic System _Y _N Date 3 / /6-7 Construction Cost Site Address I-I C) L( --?Q-7ra_ C--CAK _ ?r S l3 CA- Unit/Ste # Description of Work 5 H 5 Multi-Family Bldg _ Y N Fireplace(s) _ 0 )( t - 2- . . Property Owner Telephone # ( ) Contractor •?4??f^0-\ - - • - ? Address 5IA5 -3?, dt4? W?'t^'`?l C_• - 11 City Wcx?l 2a?YG.._ State V.nV? Zip. _YS.1jQ 1 - Telephone # (Q? ?T3 l 23 1? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 CateQOrv I _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 month;, has the City of Eagan issued a permit for a similar plan based on a master plan? Y N1 If yes, date and address of ma;ter plan: ?`?? y bqL Licensed Plumber E14w bc?? Telephone fly Mechanical Contractor Telephone #95)t 4?kb ql-c C- Sewer/Water Contractor s `tkLA`°\ Telephone #(Ts2 13S4 LWAI 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 pertmit,?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. Applicant's Printed Name Ain o ? 7FUWE pl ant's Signature lylHrt G J ZJV V` DO NOT WRITE BELOW THIS LINE Sub Types r ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 7< 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 (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Types 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 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 (Entire Bldg)- Gi ve PCXhandout to applicant: ' Description: Water Damage_Yes Valuation ovo Plan Review -4100% or - 25% Census Code T_ SAC Units Lil # of Units # of Bldgs Type of Const Occupancy 0 2 J -0T MCES System Zoning Stories Sq. Ft. Length r ?r T Width r- City Water Booster Pump PRV Fire Sprinklered Footings (new bldg) Footings (deck) _ Footings (addition) Foundation _ Drain Tile Roof _ Ice &, Water _ Final Framing Fireplace _Y R.I. 1(AirTest Final Insulation REQUIRED INSPECTIONS _ Sheetrock Final/C.O. Final/No C.O. HVAC Other Pool _ Figs _ Air/Gas Tests -Final Siding _ Stucco Lath Stone Lath -Brick _ Windows Retaining Wall Approved By, Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? 9-sC 10 ?- Y l 5, s? = Z 3 A ew ?. k 2, y 7 73 , si ? ? i, 7i( X 2?.7r= / ?S"Ar fry F? y - 9,30 Srb?P Z I q X S, vv 3 W21 ?- Site address / 70 ?/ -7'Z 61 Lot S Block 3 Subd. (-e -va U tc +Zv? 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 foliowtng information be submitted prior to issuance of a Certificate of Occupancy. This structure: !s constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 This strucure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 Signatu 1 -" Company Name - 3-9-07 Uafe This form is the responsibility of the Genera! Contractor. ?•• a?y? a dt me aoove mtorrnation is torrent and agree to comply with the Minnesota Energy Code and City of Eagan requirements. 552 555 5555 Line 1 ELAN OCR MECI IA 02 33 04 p m. 03-28-2007 1 :1 Date: 3;28!2007 Revision Date: 3128/2007 Site Information Address 1: 1704 Terra Glen Ct Address 2: City: Eagan County: Application Information Business Name: Elander Mechanical Inc. Contact Person: Todd New Construction Project #: Lot: Block: Subdivision: MN Contractor License #: Office Ph: 952-445-4692 Fax: 952-445-7487 Cell Ph: Address 1: 591 Citation Drive City: Shakopee State: Minnesota Zip Code: 55379 House Details Square Feet: 5551 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 219 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 144 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 75,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 90.000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 640 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex: 6 inches If , 3 -2 9-07 Applicant Name (print):?dt^ e?tV-C;? Signature/Date: vy,_Uv.A-a Code Official (print):- Signature/Date:--_ _ __.__ e, 2004 CenterPxnt Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Hampton "H" - Prairie Report Date' 03127/07 Data filename: G \CAD\EI\Traditional\Hampton\zh - PrairiMidampton H Energy Calcs\FullAnderson.RCK Energy Code. 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 14% Construction Site. Owner/Agent: Designer/Contractor: 1704 TERRA GLENN COURT Lundgren / Lennar Corp. EAGAN, MN 545 Indian Mound East Wayzata, MN 55391 952-249-4500 t' Ceiling 1: Flat Ceiling or Scissor Truss: 2205 44.0 0.0 60 Wall 1 (egress): Wood Frame, 16" o.c.: 82 19.0 0.0 3 Window 1: Above-Grade:Wood Fmme:Double Pane with Low-E: 36 0 330 12 Wall 2 (rim): Wood Frame, 24" o .c.: 198 00 65 26 Wall 3 (main): Wood Frame, 16" o.c. 1878 19.0 0.0 92 Window 2: Above-Grade:Wood Frame:Double Pane with Low-E: 265 0.330 87 Door 1 (nook): Glass: 21 0.350 7 Door 2: Solid: 38 0 067 3 Wall 4 (rim)' Wood Frame, 24" o .c.. 211 0.0 6.5 28 Wall (upper): Wood Frame, 16" o.c.: 1709 19.0 0.0 87 Window 3: Above-Grade:Wood Frame:Double Pane with Low-E 231 0.330 76 Basement Wall 1 (full). Solid Concrete or Masonry: 1635 0.0 5.0 131 Basement Wall 2 (egress) Solid Concrete or Masonry: 52 00 5.0 6 Floor 1 (over outside) All-Wood Joist/Truss.Over Outside Air 39 240 00 2 Floor 2 (over garage): All-Wood Joist/Truss:Over Unconditioned 339 440 0.0 8 Space: Furnace 1 Forced Hot Air: 90 AFUE Compliance Statement: 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 2000 Minnesota Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ui der/Desig er Company Name Date Y Pr act Notes: Hampton H- Full Basement 9 ft. poured foundation Hampton "H" - Prairie Page 1 of 1 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL I ?I S/ Zj?? 3 -rea" G/&,n DATE OF SURVEY: 3lzz?o7 LATEST REVISION d) c A t U L O z ¢ DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company fd• ? ? • Building Permit Applicant -g' ? ? • Legal description ? ? ? • Address .0 ? ? • North arrow and scale g ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) B• 0 0 • Directional drainage arrows with slope/gradient % ? 0 • Proposed/existing sewer and water services & invert elevation 0 ? ? • Street name fd ? ? • Driveway (grade & width - in R/W and back of curb, 22' max) ? 0 • Lot Square Footage m ? ? • Lot Coverage ELEVATIONS Existing ? ? • Property corners z ? ? • Top of curb at the driveway and property line extensions ? z ? • Elevations of any existing adjacent homes A? 0 ? • Adequate footing depth of structures due to adjacent utility trenches ? 10 ? • Waterways (pond, stream, etc) Proposed •H ? ? • Garage floor z ? ? • Basement floor Z 0 ? • Lowest exposed elevation (walkoutlwindow) .H 0 ? • Property comers '0 ? ? • Front and rear of home at the foundation PONDING AREA (if applicable ? 4 ? • Easement line ? P' ? • NWL ? H ? • HWL ? Pr ? • Pond # designation ? g 0 • Emergency Overflow Elevation 0 Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS Jd ? ? H ? ? ' ? ? z ? ? .0 ? ? • 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`sideeyprd setback of adjacent existing structures • Retaining wall requirements: 71 4 Reviewed G /FORMS/Building Permit Application Rev. 11-26-04 (930.0) Denotes proposed elevation - - - - Denotes rear of building pad Denotes proposed drainage TC Denotes top of curb Bench Mark: 863.51 -Lots 4 & 5. Block 3 Proposed Garage Floor= 864.5 864 9 Proposed Garage Top of Block= . Proposed House Top of Block= 865.6 Proposed Lowest Floor= 856.9 Proposed Top of Block 1 860 at Egress Window= . LOT 5 = 48,207 SQ. FT. PROPOSED HOUSE = 2,893 SQ. FT. OR 6.0 % OF LOT AREA DRIVEWAY = 850 SQ. FT. SAN. SERVICE INVERT ELEV.=850.0 ° <- 864.3 A:-) / TO rycy 11 A SA oF?.s8s2?kF wry. Oise if R STlOT / F(ODR / _(864.9) 863.2 a N __ 0 STOOP 011.7 ro / n AkT -A ? / X EWED AZFM /oyat EAGAN ENGINEERING DEPT. / //_ ADRAINAGE & UTILITY _ Z - EASEMENT PER PLAT -- o ? X 890.3 BY: a o uATE: -- BUILDING x. rIONS DIVISIOPI 1 1bV1 1 1 - -- $6z.2 Lot 5, 2ND A PROPOSED > RK DRIVEWAY ENO?F Sp129 (864.2) 32 1 '00 6 1OP ,865- jOP R - 599 1 ()() .7 \ \ t c? 1 6. 5 V\, w F ?0 ;\ cO V? O \N HOUSEcu 11o.U 1 M\WE?L SS ( `CANT. N Mi n \ w N \? 00 17,0 n?i W' M o a140(?) 22.0 =U (864.9) 862.9 =? \ - 1s.oo?- wN ??0) INSTALL ?' N N PERIMETER COOL (a 4) 1 ° C ; A Z -? ? - X51 LOT 5 CP_ O 3:1 MaAdmum SIOPeS \ or Retaining Wall Will Be Required ? f '?GAN \ R[ E ED P.R.V. REQUOnED 0 \ 1 O'tK _ ? ??c may(/ 3510 DENOTES 0 EXISTING TREE SAVE / PER TREE / _Tp- PRESERVATION PLAN / / 03502 of/`-" DRAINAGE & UTILITY 7 / EASEMENT PER PLAT ??o i ^ p 6< S7 `^\ SERI / (864.9) 0p r ------ ' STOOP °1 \7 / \E( WE / 17.c J' (864.9) Tv I faAl y) 5 % I PROPOSED \ o DRIVEWAY 0 (864.9) 32. \ 1 32.47 7 1 w ARAGE 16.0 U) o \ w N i W3 \ iU `-? x - (864.4) LOT 5. BLOCK 3, TERRA GLENN 2ND ADDITION Tree Preservation pIan POINT NO ELEV. TYPE 3510 864.3 ELM 3502 874.1 BOXELD 3501 890.3 ELM 0 \ N `?a `51 \ cp. \ \ 0 C) -a - 7 \ C? ?h ) o? 351 h DENOTES ry 0 EXISTING TREE SAVE A / PER TREE / _Tp_ PRESERVATION PLAN / / 03502 i DRAINAGE & UTILITY EASEMENT PER PLAT', o ?g 6- /? ? mo L S? ^\ SERy (864.9) ' STOOP 011.7 \ / 24.7 ^ \\\ SED OUSE \ 17.0 NT. a14 00 \22.0 / (864.9) 5 4 U- -- (861 9) 5 a" PROPOSED a DRIVEWAY (864.9) \ 32.7 o+ ARAG\\ \ r 16.0. ti N - W x- (864.4) LOT 5, BLOCK 3, TERRA GLENN 2ND ADDITION Tree Preservation Plan _ ELEV. TYPE I C - 0 CID- 0 N L o ?,c? INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTY LEGAL: L4 _,5- blot- PROPERTY ADDRESS: orr , ( INSPECTOR:G f uLY?r7\? vvt t)Q? INSPECTION DATE: (n 21-01 ai o a Z SITE GRADING ? ? / All slopes 3:1 or flatter? ? ? &/ Slopes steeper than 3:1 require retaining wall. Are retaining walls present'? U10 ? Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? Lr ? ? Does perimeter grading tie in well with adjacent properties/undisturbed land? ? ? Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL a ? ? Is Silt Fence (or approved equal) installed and in good working order? ? q E? Is Sod/Fiber Bianket installed behind curb? ? ? Is the Rock Construction Entrance/Driveway installed and in good working order (proper type/size of aggregate, clean-not covered with soil, etc.)? p ? Is temporary vegetative cover w/ mulch present? H ? ? Is permanent vegetative cover w/ or w/o mulch present? (arcIe one) CITY EASEMENTS AND UTILITIES ? ? Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? }? ? ?x Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? Vo ? Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properly? / MISCELLANEOUS ITEMS D ? ? Is there tracking present on Public Right-of-Way/Street from construction site? ? ? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) ? ? Is the site clean, no trash and/or construction debris lying around? i ! ? ? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) Address: 1704 Terra Glen Ct. Zip: 55123 Per it: 77267 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : , 7 Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent as Retaining Wall or 3:1 Max Slope Sod/Seeded lawn ?G Trail/curb damage ` Porch 1(, Lower level finish Deck Fireplace X c A 6 d !Z • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. 4 BUILDING INSPECTOR: (3/Bldg Insp/Forms/2007/Checklists / 8Ov 2007 RESIDENTIAL BUILDING PERMIT APPLICATION /3D-a-o City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 111651-675-5675 FAX # 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft. of lot, sq ft of house; and all roofed areas (20% maximum lot coverage allowed) 1 Soils Report if proposed building is to be placed on disturbed soil 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 7/153 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Remodel/Repair Requirements Office Use Only 2 copies of plan showing footings, beams, joists Cert of Survey Recd _ Y _ N 1 set of Energy Calculations for healed additions Soils Report _ Y _ N 1 site survey for additions & decks Tree Pres Plan Recd _ Y _ N Addition - indicate if on-site septic system Tree Pres Required Y N On-site Septic System _ Y _ N Plans are considered public information unless you state thev are trQ a secret a/Md?tHe reason. Date / 07 Construction Cost 7, qoz- ? L,t_ Site Address /77 01 )ZLI-a V eQ ?ev?? Unit/Ste # Description of Work ?.? ?,P J-2Gh Multi-Family Bldg _ Y Fireplace(s) _ 0 - 1 _ 2 Property Owner Telephone # (0 C) 7Z 2 770 - 999Cl Contractor : rep /U87?/?/ ?Iii 7?f Address UQ5 _ j r y/ntv?? City State dd tl Zip Telephone # ( 65-7) 738-B789 (&&-tc6r2-36 -ZSV COMPLETE THIS AREA ONLY IF Energy Code Category - Minnesota Rules 7670 Cateeorv 1 Residential Ventilation Category 1 Worksheet (J submission type) Submitted Energy Envelope Calculations Submitted A NEW BUILDING _ Minnesota Rules 7672 New Energy Code Worksheet Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y - N If yes, date and address of master plan: Licensed Plumber ?a n Telephone #i Mechanical Contractor IUl y I Telephone #( Sewer/water Contractor SEP 11 2007 Telephone #( 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 approval of plans. I "Ie M&V LAP Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE W - Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea) ? ? 03 01of_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn (4-sea.) ? ? 04 02-plex ? 10 08-plex (0 18 Deck ? 23 Porch (screen/gazebo/pergola) ? ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement 30 Accessory Bldg 31 Ext Alt - Multi 33 EM Alt - SF 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage Yes Valuation 3, b O'D ' rb Plan Review 100% or _ 25% Census Code 3! SAC Units # of Units # of Bldgs Type of Const Occupancy C I MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width _ Footings (new bldg) ?O Footings (deck) Footings (addition) _ Foundation _ Drain Tile Roof _ Ice & Water _ Final Framing Fireplace _ R.I. _ Air Test _ Final Insulation ?j Approved By: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS Sheetrock _ Final/C.O. Zp Final/No C.O. _ HVAC Other Pool _ Ftgs _ Air/Gas Tests -Final Siding _ Stucco Lath _ Stone Lath Brick Windows Retaining Wall Iding Inspector ????% Fee PERMIT City of Eagan Permit Type:Building Permit Number:EA118304 Date Issued:10/30/2013 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Jeff Greenlun Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 Perfect Exteriors Of Mn Inc 321 1/2 Walnut St, POB 297 Monticello MN 55362 (763) 271-8700 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA121768 Date Issued:04/14/2014 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 Use: Description: Sub Type:Reroof & Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and house wrap and leave on site. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Fee Summary:BL - Base Fee $8K $162.25 0801.4085 Surcharge - Based on Valuation $8K $4.00 9001.2195 $166.25 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 Perfect Exteriors Of Mn Inc 321 1/2 Walnut St, POB 297 Monticello MN 55362 (763) 271-8700 Applicant/Permitee: Signature Issued By: Signature � Use BLUE or BLACK Ink ir-�----------------� � � For Office Use I � � Permit#: / �� Clty of �a�� ' (� �� RECEIVED I Permit Fee: �� l• I 3830 Pilot Knob Road � /A I Eagan MN 55122 MAY 1 � z014 � Date Received: (.C� � � Phone: (651)675-5675 � � fax: (651}675-5694 I Staff: � � I 2014 RESIDENTIAL BUILDING PERMIT APPLICATION �t �,1� Date: Site Address: Unit#: Name: ' )�,V� l�C��(� Phone: � � Residentl� � // ` 'OV1IneP ." Address/City/Zip: �� (�""1 ��S`t`�� UiY\ C� � ' Applicant is: Owner Contractor . Type of WOrk ' Description of work: r��.IV��U`� �-(LS�.L��!7 : Construction Cost: C� Multi-Family Building: (Yes /No / c "� C i _ _ r Company: �-°�� . � �� - Contact: � l� �_ -T �C�ont"r.aetor.� ��'':' Address: � �S�D� l��e.U�•--�.�Y� C 1.►�Q c�ry: ��Ir �'�1P�..�jZ.t� ' State:��Zip:c;�3y`( Phone: � �� 7 �Ema� �.t��j l� � �'' '' License#: Lead Certificate#: `� If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) �� 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: ' NOTE:P/ans and supporting documents#hat you submit are consitlered fo be public information. Portions of ' the information may be classifiea►as non public if ytau pro.vitl�sp�C�fic reasons that would permit fhe_City to ', ::� conclude that the ar�tr.atle secrefs.: . , CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours I before you intend to dig to receive locates of underground utilities. www.popherstateonecall.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. Exterior work authorized by a building permit issued in accordance with ' nesota State Building Code must be completed within 180 days of permit issuance. ��. ��.�=�- , ApplicanYs Printed Name Applicant's Signature Page 1 of 3 � ' l�7c? � �-c.�� 6`��, ��— "' DO NOT WRITE BELOW THIS LINE f�Lj�� 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 �'�a WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building Reroof Demolish Interior y 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 ��^•,r'�+�,�.,- MCES System Plan Review Code Edition �;�;�� SAC Units (25%_100%�) Zoning ct City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction _�f� Width •—r�-- 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: _Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick �C Insulation Windows Sheathing Retaining Wall: _Footings_ Backfill_ Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls � Other: Reviewed By: � � , Building Inspector RESIDENTIAL FEES Base Fee R,�-��`Y�'� ` Surcharge �1�� Plan Review `'"'t w`�^+,.�� MCES SAC � � City SAC Utility Connection Charge � � � � / � �� S&W Permit& Surcharge � ( Treatment Plant � Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA123495 Date Issued:06/09/2014 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 Use: Description: Sub Type:Residential Work Type:Alteration Description:Basement Fixtures 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. Fixtures:shower,lav,toilet,bar sink with faucet Mike Randall P.o Box 382 Fee Summary:PL - Permit Fee (miscellaneous)$55.00 0801.4087 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 (763) 479-5002 Legend Services Inc P O Box 382 Loretto MN 55357 (763) 479-5002 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA143648 Date Issued:06/22/2017 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 Dakota Water Treatment 17484 Goodland Path Lakeville MN 55044 (952) 953-4643 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink • r For Office Use i l r.tyi 5' ve ) City of Eaaall :r:::e< . // rt // ��l l 3830 Pilot Knob Road _ --1 j Eagan MN 55122 RECEIVED Date Received: i Phone: (651)675-5675 buildinginspectionst citvofeagan.com AUG 1 6 2017 Staff: I'll" • 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: a, �'�'f'Yt),.. Phone: Resident/ Owner Address/City/Zip: /7b ( r'r� 6/e, (4 I 1 0 I Applicant is: Owner X Contractor f d �j /� T e of Work Description of work: ( 1 c �� i . Construction Cost: " Multi-Family Building: (Yes /No ) , , Company: er- ? �_ Contact: CA fie. 1 Address: l /5 6 s l 74-,/,---(____--_ City: & - t Contractor 1 x-14/7 yy�� ' / l t State w1 Zip: �� Phone: q --.2/411-1 l�mail: h /s1 li IL,,,f_. — E i° License#: 6 1/� 0 3`1 l 0 1 Lead Certificate# If the project is exempt from lead certification, please explain why: 4 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 (-3,No If yes, date and address of master plan: i • s Licensed Plumber: Phone: i t Mechanical Contractor: Phone: 1 I Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: I-NOTE:Plans and suppor�tg documents that you submit are considered to be public information. Portions of the' �'`.— 1information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they 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 pl n in the case of work which requires a review and approval of plans. x -&._ x Applicant's Printed Name Applicant's Signature Page 1 of 3 —/r /6; c. ''f2 �E!/C``/� NC T WRITE BELOW THIS LINE i y V63/ 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 _ Interior Improvement Siding Demolish Building* -7[ 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 1-1716/(10 Occupancy MCES System — Plan Review Code Edition A j .jr SAC Units (25% 100% ) Zoning ' iCity Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length 3V 4," Fire Suppression Required __ Type of Construction n'2 Width 1 1/6 / REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) /c Final/ No C.O. Required Foundation x' Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test ___ Roof: _Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing X 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test Final Siding: _Stucco Lath Stone Lath _Brick_EFIS Insulation Windows __ Sheathing Retaining Wall:_ Footings_ Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In Final Braced Walls Erosion Control Shower Pan l ' Other: ftivjitS Reviewed By: 12' , Building Inspector RESIDENTIAL FEES Base Fee Imo' Surcharge 7. , ( i, Plan Review 5 (i )ri MCES SAC oik-A-fil City SAC if Utility Connection Charge � X S&W Permit& Surcharge 7 �7 Treatment Plant i �0 Copies �y��- TOTAL P`, '`�' idiPa e2of3 (vv." Vim`" 9 V°' riZ9-069(ZS6) DNA 41-09-068(M) ONONd w Z d 'MN k}uno0 0}0)100 N01/100V ONZCD Z CMG NII'� 9 'OZt�S 'Zi? 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Tue Oct 17 14:51:01 2017 Page 1 ID:w7Cdw6AKKQreTg8s9TBGgxydnuc-Uiif4k01fY6s4g93rXgoKgEKCHixuAw9dkXYJhoySTtO ' -1-0-0 , 6-2-15 I 12-0-9 18-0-0 1-0-0 6-2-15 5-9-10 5-11-7 Scale=1:31.2 REPAIR: ADD 3"WIDE X 9.25"TALL BEAM NOTCH AT RIGHT END OF TRUSS 1.00 12 4-0-0 / / 3x8 II 5x8 = 6 Ft 5 + + + + + + +,= 2x6T ++++ + + + + + Ill + + + + + + + + + + J 3x8 3X8 = 3 4 - �+ + + + + + + + + + + e ammo oar '=108.j.gelig 'EMUd 141 � 4x12 = 3x4 = 8 GUSSET MAY BE TRIMMED / 7 354 = TIGHT TO SINGLE PLY HANGER 3x8 = , t + + + + ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) .' 4 INSTALL 2 X 4 SPF/DF/SP NO.2 + + + TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: w"'('. CUT TO FIT TIGHT. * * * + 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. +++++♦++ NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. I 9-1-5 l 18-0-0 i 9-1-5 8-10-11 Plate Offsets(X.Y)-- [2:1-11-9.0-2-4].[2:1-3-6.0-1-8].[5:0-4-0.0-3-0J LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.50 2-8 >428 240 MT20 197/144 Snow(Ps/Pg) 34.7/50.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.80 2-8 >265 180 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.11 7 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R Weight:60 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-6:2x4 SPF No.2 except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x3 SPF Stud*Except* 6-7:2x4 SPF No.2,5-7:2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SPF No.2 3-9-13 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1020/0-3-8,7=918/MECHANICAL Max Horz 2=50(LC 8) Max Uplift 2=-133(LC 7),7=-93(LC 9) Max Gray 2=1149(LC 3),7=1086(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-5456/572,4-5=-4409/282,5-6=-296/17,6-7=-273/61 BOT CHORD 2-8=-557/5382,7-8=-367/3528 WEBS 4-8=-1029/308,5-8=0/924,5-7=-3333/401 NOTES- (9) 1)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pr=35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(ground snow);Ps=34.7 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. Hereby certify that thin up plan, eo± 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs f c ergo or report was prepared by non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. me or under my direct c per``imon 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide and filar I R a dol Licensed Pro- will fit between the bottom chord and any other members. to ''• ngrneer unde,3t!cr Iowa 6. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(It,--lb) of e Mate cf F''' e'° 2=133. STEVEN E.FOX DATE REG.NO,21980 October 18,2017 MIMI mi WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,eredion and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO63017 Job Truss Truss Type Qty Ply 131387218 QTRHC0075401 M1 MONO 11 1 Job Reference(optional) Midwest Manufacturing, Eau Claire,WI-54701, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 14:51:01 2017 Page 1 ID:w7Cdw6AKKQreTg8s9TBGgxydnuc-Uif4k01fY6s4g93rXgoKgEKAHiu?AxkdkXYJhoySTtO 1-1-0-0 I 4-9-3 9-0-5 13-3-6 17-6-7 I 22-0-0 1-0-0 4-9-3 4-3-1 4-3-1 4-3-1 4-5-9 Scale=1:37.9 REPAIR: 4-0-0 ADD 3"WIDE X 9.25"TALL BEAM 1.00,12 I, / NOTCH AT RIGHT END OF TRUSS 4 1 3x6 II 7 8 _ 3x6= • Y' z + + + + 2x4 558 J 6 .* ++++++++++++ + 3x10 = ,, ,� ., �� + + + 3x10= 34 :� ./6. + + + + + ry 411111111111111111 C 5x12 MT18H = 9 3x4= 12 11 10 0_3-0 3x4 = 5x12 MT18H= 4x6= 3x8 = GUSSET MAY BE TRIMMED TIGHT TO SINGLE PLY HANGER INSTALL 2 X 4 SPF/DF/SP N0.2 •+'++•+•' ATTACH 1!2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) CUT TO FIT TIGHT. * + + + TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: ; •*•+*+*•** 2X3'S-2 ROWS,2X4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED@4"O.C. * NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. I 5-10-0 -1 11-1-13 16-5-11 2 -0 a 5-10-0 5-3-13 5-3-13 5-6-5 Plate Offsets(X,Y)— 12:1-0-14,0-1-81.12:1-11-1,0-2-121.15:0-4-0,0-3-0j,[11:0-5-12,0-3-41 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0,96 Vert(LL) -0.82 11-12 >316 240 MT20 197/144 Snow(Ps/Pg) 34.7150.0 Lumber DOL 1.15 BC 0.95 Vert(TL) -1.31 11-12 >199 180 MT18H 197/144 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.18 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R Weight:73 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2"Except* TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc purlins, 1-5:2x4 SPF 2100F 1.8E except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E"Except" BOT CHORD R id ceiling directly applied or 2-2-0 oc bracing. 9-11:2x4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing WEBS 2x3 SPF Stud*Except* be installed during truss erection,in accordance with Stabilizer 8-9,7-9:2x3 SPF No.2 Installation guide. SLIDER Left 2x4 SPF No.2 3-9-13 REACTIONS. (lb/size) 9=1128/MECHANICAL,2=1230/0-3-8 Max Horz 2=60(LC 8) Max Uplift 9=-114(LC 9),2=-153(LC 7) Max Gray 9=1356(LC 3),2=1381(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-6731/646,4-5=-6877/568,5-6=-6110/524,6-7=-3391/297 BOT CHORD 2-12=-635/6634,11-12=-655/7015,10-11=-471/5171,9-10=-244/2824 WEBS 4-12=0/325,5-11=-1044/177,6-11=-28/1065,6-10=-1966/232,7-10=-25/1019, 7-9=-2930/287 NOTES- (10) 1)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pr=35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(ground snow);Ps=34.7 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category Il;Exp B;Fully Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. i t� .,+ ;,Topion,:per' 4)Unbalanced snow loads have been considered for this design. `l... ., r p eZ i_ 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs O++� ., i:sir ,ei i€:Insx non-concurrent with other live loads. that I ti l r,L v :ed Pr:" 6)All plates are MT20 plates unless otherwise indicated. `' a' ' 1t"r '` 'r '°a 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. of the aty.r1 I 1 �=rsr z 8) 9 P 9 Y*This truss has been desi ned for a live load of 20.0 sf on the bottom chord in all areas where a rectan le 3-6-0 tall b 2-0-0 wide om, . will fit between the bottom chord and any other members. .w 9)Provide mechanical connection(by others)of truss to bearingplate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) „„„, E4E'aE,FOX 9=114,2=153. DATE REG NO 21980 October 18,2017 . 4m,ta3,k ,,...yc^viTz..t'+4.-xs. t.r.,,r _ L .,a4 ....,, .., ..,;cy.,. r ,i;, _ _ . ,',,, . .:.>sz, ,;,-;vw, =,-.,a .. i., ,r, .. .7, z ti gvf,- : ,,,, i r;`-,,.�+,- "tai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0.3/2015 BEFORE USE. II Design valid for use only with MiTek41 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g� building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only.Additional temporary and permanent bracing f� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrP11 Quality Criteria,DSB-88 and SCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 PERMIT City of Eagan Permit Type:Building Permit Number:EA152930 Date Issued:11/08/2018 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 Use: Description: Sub Type:Fireplace Work Type:Free-standing Stove (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 (651) 917-3000 Twin City Fireplace & Stone Company 6521 Cecilia Cir Minneapolis MN 55439 (952) 232-1840 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA157040 Date Issued:07/31/2019 Permit Category:ePermit Site Address: 1704 Terra Glenn Ct Lot:5 Block: 3 Addition: Terra Glenn 2nd PID:10-75401-03-050 Use: Description: Sub Type:Residential Work Type:Replace Description:Tankless Water Heater 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). 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 - Daniel A Citron 1704 Terra Glenn Ct Eagan MN 55122 (651) 270-9494 Norblom Plumbing 1465 Selby Ave St Paul MN 55104 (612) 827-4033 Applicant/Permitee: Signature Issued By: Signature