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3554 Birchpond Rd
IIVSULATION INSPECTION CHECKLIST FOR RES6DENTIAL BUfLDING PERMITS PROPERTY LEGAL: 7'-ev'v"6L C? Ic!iAl PROPERTY ADDRESS: rl' ;e?, E? 10A La,-?j ., INSPECTOR: INSPECTION DATE: d o a r z z S1TE GRADING ??? AN s{opes 3:1 or ffatter? ?0 ? Slopes steeper than 3:1 require retaining wa11. Are retaining wa11s present? ??? Does grading conform to As-Built Grading Plan (+l- 1 foot approximately)? . ??? 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 ??? Is Silt Fence (or approved equal) installed and in good working order? ?: ?? Is SodlFiber Blanket installed behind curb? ??? Is the Rock Construction EntrancelDriveway installed and in good working order (proper type/size of aggregate, clean-not covered with soil, etc.)? C? ?? !s temporary vegetative cover w/ mulch_present? ??? Is permanent vegetative cover w/ r w/o?rr ufch present? (circ CITY EASEMENTS AND UTILITIES ??pr Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ??4 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? ??? Does the property have an Emergency Over Fiow (EOF)? This can be found on the Certificate of Survey. 1f so, is it present and has it been graded properly? MISCELLANEOUS ITEMS ??I ? 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? j? ?? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) ? 2006 RESIDENTIAL BUILDING rERMiT ArrLicaTioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements 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 pian showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail Options selecfion sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form RemodeURepair Repuirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 7 site survey for additions & decks Addition - indicate if on-site sepfic system ?? ? 0 01 (??LL4 1I11q. ..? rd_4? t)ftice Use Onlv Cert of 5urvey?Recd ? Y N SoilsR2pdrt???-?.; T?ee I'll Plap??R?1 Y N. Pres RequjrY ?-` N Onsite?pticSystem, . ??'?YN Date -/O/ 13 / (7) Construction Cost Site Address 3 S 5'f r3; rck,Gk,,-.E( Q,.t:_cx( Unit/Ste # Description of Work Multi-Family Bldg _ Y? N Fireplace(s) _ 0 _X 1 _ 2 .,-??-- Property Owner AZ Telephone # (0 Z ) A, 3 Contractor . Address , 5 S` _ ; vVk 1?, .-, •' City ?F:.yc.? State VA, A-; . Zip ` 5 S'l Z-2- Telephone #(L,,t Z) X;1401 9COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesbta Rules 7670 Category 1 Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted . Energy Envelope Calculations 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 l? V\v is Mechanical Contractor ??T 1 ? 2D06 Sewer/Water Contractor Telephone # ( ) Telephone # ( Telephone # ( I hereby apply for a Residential Building Per.mit 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 o v?? A 'cant's P?Inted Name Applicant's Signature R DO NOT WRITE BELOW THIS LINE ` ? Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Ait - Multi ? 03 09 of _ plex O 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) 0 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex X, 18 Deck ? 23 Porch (screen/gazebo/perola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding g 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement *Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage Yes Valuation Occupancy / - MCES System -? Plan Review /100% or 25% Census Code Zoning ? City water - SAC Units -- Stories '- Booster Pump # of Units - Sq. Ft. PRV # of Bldgs - Length ?G Fire Sprinklered Type of Const , Width REQUIRED INSPECTIONS - Foorings (new bldg) Sheetrock ?- Footings (deck) _ FinaUC.O. _ Foorings (addition) ? FinaUNo C.O. Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Air Test _ Final _ Windows _ Insulation Retaining Wall Approved By: U Base Fee Surcharge Plan Review MC/ES SAC . City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Building Inspector ?? ? --------- ? . :.. ? l f ?o _--- p,p ° - ?, ?0 o o ? $50A .' o o ? ? PC oF SP 5 5 ? lo TC 849.4 8Cj • ? o ,8 ?5 1p SOP 6. pOR cuS=?wES-( FL ?o OF L ? 0 849•5 o ?? , N ?.'o 7o , 0.0 ? ? ? (85?:6) BENCH MARK 0 0 1 2A0 GARp,GE TOP OF SPIKE 15 00'0 °' ? G ELEV.-4849.06 ?6 TO TOP o 1 5 g???- ? ?X15?? CUS= ?04P R A G E--?? ?, ?- `'-( 1 0N F uND - OF LOWEST FL O Q R cn ? ??.98Zo ? GP p ? °o ,. ? ?\ GARAGE 19. 91 25 •00--- ?p J?, EXISTING PppOSEpLA , CP OLfDATION W F ? o `%0) 15.00 w 1 ,2.4 ^ ? (W ? -? °o?2'1.9? i.r 00 I CP 16•ga ?1?•00 A?S G P0:0 ooco? ? ?`'rn , i p? BV?N?NPIA? w,a I n T' -7 co Q•'?° f _ N CD -,za 2p g43.8) (.I) r.? ? ? J ?e ?c° 15ro ? S` ` 5 CA ? ? /65 ? ??„W _ S14,38 CD y` o3 R?M? RESPRA NG P AVA J N'g32?1 PER ? ? (A ? ? ? ?gt?3• ? o ? $3 M.H. ; LOT 8 tM ? ? ?' Cr? (g36.0)1-' ?DRAINAGE & UTIUTY --I CPZ o, EASEMENT PER PLAT t° !.Z $'" a* r =.?@ co . 'o k..?,fy N co i \ 1iY:._ I \ /- i5?1 Lj ? ., ? ..._. .,..__._. ,,,_ ? DALLi"L /C).,' I'D.Li ?1,? i;. '? - , ??f`...•.,-----•--...._ .?...?._?, 841.6) . ? _. - ......._.... , ._... ? .... ._ _...... 844.6 842.5 -'??139.37 N00 ?:;? °27'30"W .? F , . CHA?r?LINK F?`IN?;E' r ? ??? ? ? ? ?rn / go \ cp ? pND 0 o B1 ?,1 d 2? ? 22 o 2 ", 1 K 0 50 r TO? K5 p TC 849,4 aCj .?? 22 v.?85 55-?p ??P 63-S1 ??pOR ??? U' SER?• N ? 5 LO ? Of k-O g49 .5 LA w i p \ N ?a49•? ? .r-- ? ? . o ?cfl ' ? 0 •p1 co , i,, a51,6) BENCH MARK ?o -? G i TOP OF SPIKE ?-- 15 849.06 00 12 00o `A cs, TO TOP o EX?51 ? CUT= 4•76 15 0??- "''- pOP o` cs \ cr P pN j ?r F Np ? OF LOWEST FLOOR ?S? 11 9g?o?GARA cr pU CID LA I d °o `' 16 ?\ ? GARAGE o :4- 19.91 25.00 ,? E S`TING -°?' ? R US??=? ? S? \ c?r FOUNDATION ? W/?``` o ? 7. ? ?(Wi0) 15.00 ° ? ? ..i I ``? ?`\0 21. ' t 'cs1 ? ? .00 2 GANT lNG PA flV gU ?G p1-p,N Cp -A I n-? ' 03 3 $ REPER GRA? ` L _ \.J I / ? N co , 2$.`z " i 8A'?'`Z C) J ? N -cy) 00 15 pp ? Jr$ _ 5 ? 0? ,6 3? 2?„W ALL S14 o3? 13 yW ?` CU y 1 N?9 R\M19 REIGRP ?lG (Jt ? i ?`N83251 PER i CI . J I ? <843• ? o 835.3 8LOT 8 RIM i ? 11 ? W (8'36.0)\`? -?,DRAINAGE & U11UTY ? - - -' ? EAGAN --? CPZ cr) ? EASEMENT PER PLAT ' , `\ \ REt r i E? ? JE("!'?? !Z ?/ l ? Y o BY: ? \ A)lL7 lv -? \ ? VO -;???usLcaIrtG IN!§PEcTIoNs on? g0 , /(s41.s) . „ . _._._._T??....... ., ?_._......,...._ - _.... ? ,? 844.6 842 .5 ? ,? x ~ \? - ,139.37 Noo027 '3o"W EX. CH?INLIr?? FE?GFj r'P,t ? 4 ? . . ? /? ?/ / / • 2006 RESIDENTIAL BUILDI NG PERMIT APPLICATION „t3?y? & -7 f3' O g sp 93414 3830 Pilot Kna6 Road, Eagan MN 55122 p} 73,446' ?qp•->g'd Telephone # 651-675-5675 FAX # 651-675-5694 /+1tE 73 44(a '70. ,t; c) i72447 ' - New Construction Reauirements RemodellReoair Requirements Ouice Use Onlv ?Y N 3 registered site suNeys showing sq. ft. of lot, sq. fl. of house; and all roofed areas 2 copies of plan showing footings, beams, joists Cert of Survey Recd _ (20% maximum lot coverage allowed) C) . V14 . 1 set of Energy Catculations for heated additions Tree Pres Pian Recd ?Y _ N 2 copies of plan showing beam &window sizes; poured found design, etc. .>' 1 site survey for addifions & decks Tree Pres Required _ Y?N 1 set of Energy Caiculations ? Addifion - indicafe if on-site septic sysfem On-site Septic System _ Y_ N 3 copies of 7ree PreseNation Plan "rf lot platted affer 711/93 1V W Rim Joisf Detaii Options selection sheet (buildings with 3 or less units) Minnegasco mechanicat ventilation form ' 2? Date Construction Cost 60? Site Address ?dJ //yC:??rJA 1'a ?Ci74p Unit/Ste # _ 1G- WO - e Description of Work -??? Multi-Family Bldg _ Y ? N Fireplace(s) _ 0 X 1 _ 2 Property Owner Telephone # ( ) Contractor ?LI I D6FX) 102-E 5 - r Address .j c4 )1S i ?ff A-1 V t flli? ? City State Zip Telephone # (?J,?5-2,) ? 2_3 °-?C? GJ'9- COMPLETE THIS AREA UNLY IF CONSTRUCTING A NEW BUfLD1NG 1< Minnesota Rules 7670 Cate?,orv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Vent p I I?$ n • New Energy Code Worksheet (?1 submission type) Submitted L) ?????? ? Submifted • Energy Enveloculations Submitted MAi 1 2 2006 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 pian: - '??? J"1 44T? !CA. L Telephone #(q,?qj ?C1".2 Licensed Plumber E,?--1- ti; f-l Mechanical Confractor Telephone # (jS2? 445 " q(,5 L Sewer/Water Contractor ?H7&'<-- L[Et 4L61 A 16?- Te(ephone # - 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 cades 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. t- L_,Y?/??-?/'?-- Applicant's Printed Name App icant's Signature DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 AccessoryBldg ?K? 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. Aft - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex C] 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous ork T es 31 New ? 35 lnt Improvemenf 0 38 Demolish Interior ? 44 Siding 0 32 Addition 0 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demofish Suilding* 0 43 Reroof ? 48 Windows/Doars ? 34 Replacement `Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage Yes Valuation 5?11 0 + Occupancy MCES System Plan Review _4 100% or 25% Census Code fl Zoning City Water SAC Units Stories ? Booster Pump # of Units ? Sq. Ft. PRV # of Bldgs 1 Length g? Fire Sprinklered ° Type of Const Width 15, 1/l REQUIRED INSPECTIONS ? Footings (new bldg) _ Sheetrock ? Footings (deck) ? FinaUC.O. Footings (addition) _ FinaUNo C.O. 4- Foundation ? HVAC Drain Tile Other Ice & Water Roof Final Air/Gas Tests Final Pool Ftgs x _ Framing _ , _ _ Siding _ Stucco Lath ! Stone Lath _Brick Fireplace _K R.I. ? Air Test \ L- Final Windows Insulation 7 '?q Retaining Wall Approved By: Building Inspector ------------- Base Fee Surcharge Plan Review MC/ES SAC City SAC i C i Ch arge onnect on Util ty S&W Permit & Surcharge Treatment Plant License Search ? Copies Other Total ? N& /o/e l 3? 7_2-0 ? ,...:,.r ` ? "' ! ?` , LOT SURVEY CHECKLIST FOR RESlDENTIAL L B!JlLDlNG PERMlT APPLICATION 1-, PROPERTY LEGAL: ??'f'Q_- 'P?v?? AdC?+7? 6?? DATE OF SURVEY: ?ILZOb LATEST REVISfON: Y Q Oz ;r D x7 D .a o .? o .H' ? D ,,0" 0 .0' ? D ?Q .ff D DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, spfit entry, (ookout, etc.} • Directional drainage arrows with sfope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Foatage • Lot Coverage m a? ? t U V a ? 0 ? ? ? 0 ? ? ? ? ? ? ELEVATIONS Existinq ? ? ? • Property comers „QJJ 0? • Top of curb at the driveway and property line extensions ?? • Elevations of any existing adjacent homes ?? • Adequate footing depth of structures due to adjacent utility trenches ? • Waterways (pond, stream, efc.) Proposed g ? ? • Garage floor ,z ? ? • Basement floor ? ? • Lowest exposed elevation (walkouf/window) ? ? • Property corners ?? • Front and rear of home at the foundation PONDING AREA (if applicable) ? '0 ? • Easement line ? fj3 ? • NWL ? ? 0 • HWL 0 ? 0 • Pond # designation ? ? ? • Emergency Overflow Elevation 0 2 4 • Pond/Wetland buffer delineation Y C& • Shoreland Zoning Overlay District Y ' • Conservation Easements DIMENSIONS ? ? ? ? 0 fd` 0 0 ?" 0 ? ,,e1 0 ? fd' ? ? • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed homs 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 ufififies wifhin those easements • Setbacks of proposed structure aPd sideyard setback of adjacent existing structures • Retaining wall requirements: ?,2!? / --- Reviewed By: G:/FORMS/Building Permit Application Rev. 11-26-04 .-? - "?. ? ?o ?-- NID , go $? o ? CNP I ? ?o c 4? 0 5 ?? 8501 $5 ?a5p o6?Z?AC Of Sp K? 5 N 1a 1C g49.4 22? o \ Es? '6.25 j?pOR o F? o f ?? F % o g 79 5 0/ j ? ? 0 90? t N N 0 1 a4 .? 0 1 w 1? BENCH MSP?KE 70P ?F ?o ELEV.=849•06 CUT= 4.76 TO TOP o i OF LOWEST FLOOR\ co Un 0 .? _-EXISTW( FOUNDAI Ln rn rn J I ? ? ?a5 15 I J/? o\ g8c \ I ? I ? CPtA-1S\`? •19.91 25?d pR?QpE? ? ? \ SE \ -s \\o\ \ o? 0?0 N I698 14p0 C ' ? ? (D ?' ? 0 843 a) ?A J 00a U) N CO? t;0 0 011 tC7 U1 J i n -T- ? 1 cv` 12?? GPRP LT% 0 ?N W ?CP 1 O?N UN ? 6• w ? cp, Lo tJPI' co 1 ? 1 ? 000 , EA vOGR ? ?? 1 ? N D f7P :EPL3g? wPLL514°?3.w ? ?p i . Y g R`?`? E?P1N\ }GjyG D ? ER GRP ? ? i i i $3?O? LOT 8 6? DRAINAGE & UTILITY PR(JViDE AiND MAINTA[N ? INLET PROTECTION tI1?rTl ° FINAL TURF IS FSTABLISIIE , itJ K EASEMENT PER PLAT `? , . . . . . ? ? ? 3554 BIRCHPOND ROAD CERTIFICATE OF SURVEY For: LUNDGREN BROS. ??? ? ? ??C'D' PROPERTY DESCRIPTION: Lat 8, Block 2, TERRA GLENN ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct suryey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the h' d t t t . ?cn ?o? W?. ? w> a _ ? ZN o •- N N ck: mv . LLJ N ? ? z ; CD Z y W g fp O ??aa ? m co g N ? Z v ? q 3 W z a ?$ a laws of the State of Minnesota. That t is survey oes no purpor o show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 2'v? day of , 2006. James R. Hifl, Inc., B • J. Gar , Min s a L.S. No. 11529 ? Z w n-T_ -7 NOteS; i L_V I / 1. Building dimensions shown are for horizontal & vertical plocement of structure ' S'?pa3 only. See architectural plans for building '11 WaIl VWIII Ra & foundation dimensions. 4 :?q$?? ul?'$(? " 2. No specific soils investigation has been ? completed on this lot by James R. Hill, Inc. The suitability of soils to support the specific (JIo house proposed is not the responsibility of 01 Jomes R. Hill, Inc. or the surve}ror. J 3. No specific title search for ezistence or non- (A ezistence of recorded or un-recorded easements ? CIO. has been conducted by the surveyor as a part o of this suryey. Only easements per the recorded plat are shown. 4. Proposed grades shown were taken from the grading &/or development plan prepared by $q2? ? 05?1 '? 841.6) JAMES R. HILL, INC. ? ...... . ,. < <_.... _. k, ? AIED • ""^,.,,..,..,. NQ0027'30*rW ? LQT AREA= 21,847 Sq. Ft. PROPOSED HOUSE = 2,677 Sq. Ft. . AIV/ or 12.25% OF LOT AREA D`"V DRIVEWAY= 884.0 SQ.FT. EAGAN ENGINEERING DEPT. ? 0 Denotes set spike o Denotes set iron monument 0 Denotes found iron monument x927.6 Denotes existing elevation (930.0) Denotes proposed elevation - Denotes proposed drainage TC Denotes top of curb TNH- LOTS 13 & 14 Bench Mark: 849.36 _ BLOCK 1 Proposed Garage Floor= 851.9 Proposed Garage Top of Block = $52.3 Proposed House Top of Block= 853.0 Proposed Lowest Floor= 844.3 Bearings are on assumed datum Scale: 1"=30' SAN. SERVICE INVERT ELEV.= 836.5 ? ? Wz n U Y Q ° U o ma ? 0 J U DRAWN BY RWD DATE 04/24/06 REMsioNs BOOK/PAGE NONE CONTROL N0. 21192C CAD FlLE 261146.dwg PROJECT N0. 261146 FlLE N0. DRAWER SHEET 1 OF 1 Permit Number RF.Scheck Compiiance Certificate Checked By/Date 2000 Minnesota Energy Code REScheck Soffware Version 3.6 Release 2 Data filenarne: G:\CAD\NEWSTA-I\TRADIT---1\Hampton\xd\HAMPTO-I\WALKOU-I,RCK PROJECT TITLE; Hampton "D" COUNTY: Hennepin STATE: Minnesota ZONE; 2 CONSTRUCTION TYPE: Single Family W INDOW / W ALL RAT IO: 0.13 DAT E: OS/ 12/06 DATE OF PLANS: 04-20-06 PROJECT DESCRIPTION: Fritz Residence 3554 Birchpond Road T erra Gl en Eagan, MN 55122 DES IGNER/C ONT RACT OR: Lundgren 545 Indian Mound East Wayzata, MN 55318 PROJECT NOTES: Lower Level VJalkout 9' Lower Level COMPLIANCE: Passes Maximum UA = 752 Your Home UA = 668 11.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont, or poor Perimeter - alue R-Value U- cto UA Ceiling l: Flat Ceiling or Scissor Truss 2221 44,0 0.0 60 Wa11 1: Wood Frame, 24" o.c. 202 0.0 12.0 21 Wall 2; Wood Frame, 16" o.c. 663 19.0 0.0 34 Window 1: Above-Grade:Wood Frame:Double Pane with Low-E 94 0.340 32 Wall 3: Wood Frame, 24" o.a 215 0.0 12.0 22 Wal] 4: Wood Frame, 16" o.c. 2080 19.0 0.0 102 ? Window 2: Above-Grade:Wood Frame:Double Pane with Low-E 307 0.340 104 Door 1: Solid 41 0.067 3 Wall 5: Wood Frame, 16" o.c. 1470 19.0 0.0 75 Window 3: Above-Grade:Wood Frame:Double Pane with Low-E 199 0.340 68 Basement Wall 1: Solid Concrete or Masonry 1034 0.0 5.0 83 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 9.0' Basement Wall 2: Solid Concrete or Masonry 84 0.0 5.0 10 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 3.5' Floor 1: Slab-On-Gracle:Unheated 59 5.0 44 Insulation depth: 3.5' Floor 2: All-Wood Joist/T russ: Over Unconditioned Space 336 44.0 0.0 8 Floor 3: All-Wood Joist/T russ: Over Outside Air 55 24.0 0.0 2 Fumace l: Forced Hot Air, 90 AFLTE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.340 0.370 Includes Foundation Windows > 5.6 $2 Floors Over Unconditioned Space 0.023 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, speci8cations, and other calculations submitted with the permit applicafion. The proposed building has been designed to meet the 2000 Miruiesota Energy Code requirements in REScheck Version 3.6 Release 2(formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. r Builder/Designer - ? Date ? 1Z CJ Page 1 of 2 Judy Jenkms From: Tom Struve Sent: Monday, February 07, 2005 4:19 PM To: Judy Jenkins Subject: FW: Lundgren request for information Tom Struve City of Eagan 3501 Coachman Pt 55122 Office 651-675-5300 -----Original Message----- From: Tom Struve Sent: Wednesday, )anuary 26, 2005 10:04 ANt To: Tom Colbert Subject: FW: Lundgren request for information Going through e-mails - FYI Tom Struve City of Eagan 3501 Coachman Pt 55122 Office 651-675-5300 -----Original Message----- From: Lavern.Rod@lennar.com [mailto:Lavern.Rod@lennar.com] Sent: Sunday, January 09, 2005 12:24 PM To: Tom Struve Subject: Re: Lundgren request for information Tom, Thank You so much for the nice e-mail. I will be able to show that to my prospects since there is alot of concerns with Lot 1 through Lot 8 of Block 2. I appreciate very much that you took the time and have the concern. T'll call you sometime and you can show me what you plan on doing on the southerly end of Block 2. Thanks LaVern -----"Torn Struve" <TStruve@cityafeagan.com> wrote: ----- To: <lavern.rod@lennar.com> From: "Tom Struve" <TStruve@cityofeagan.com> Date: 01j07/2005 04:31PM cc: "Tom Colbert" <TColbert@cityofeagan.com> Subject: Lundgren request for information Ms. Rod, You and I spoke In December about several questions you had about our Maintenance Facility Campus. ( very much enjoyed speaking with you and hope that I was able to answer all of your questions. As we talked about, we intend to be the best neighbors to Terra Glen that we can be. 02/07/2005 Page 2 of 2 A great deal of resources have been invested over the time of construction of the upgraded water treatment plant to install a fence, maintain the existing buffer and install an addition buffer section with multipie trees on the soufherly portion of the City property. Extraordinary landscaping is scheduled to be instalted as soon as possible in the spring of 2005 adjacent to 81 St street as it leaves your development and intersects with Coachman Rd. You inquired about the materials stored under the blue tarps. That construction equipment and material is being place into the process area of the treatment plant as we speak and should be completely removed in a few weeks. We talked about future uses for the large open areas on the North end of the campus adjacent to Terra Glen. Short term, this area wil( have general bulk storage and occasional temporary seasonal equipment storage. The area to the south near our salt shed will also be used frequentiy for storage of staging supplies and equipment as needed during seasonal operations. And as I stated, we will always have occasions during the winter night time hours where loader equipment with audible back up alarms will need to be operated as part of snow and ice control operations. I can assure you that we will do everything we can to keep these areas as tidy, esthetically pleasing, and as secure as they can be. And, as I stated before we will try to be the best neighbors that we can be. Please contact me if you need additional information. Tom Struve 651-675-5300 02/07/2005 INSULATfON tNSPECTION CHECKLIST FOR RES?IIDENTIAL BUILDING PERMITS PROPERTY LEGAL: /e v'ii'ei. IclJ?Al PROPERTY ADDRESS: Q .'rC_ klbN? INSPECTOR: INSPECTION DATE: 5:? (4 2 cN, o Q ?- z z SITE GRADING ??? All slopes 3:1 or flatter? ? I? ? Slopes steeper than 3:1 require retaining wall. Are retaining walls present? E? ?? Does grading conform to As-Built Grading Plan (+i- 1 foot approximately)? t? ?? Does perimeter grading tie in well with adjacent properties/undisturbed land? f? ?? Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL ?? ? Is Silt Fence (or approved equal) installed and in good working order? ?? ? Is Sod/Fiber Blanket instaNed behind curb? I? ?? Is the Rock Construction EntrancelDriveway instailed and in good working order (proper typeJsize of aggregate, clean-not covered with soil, etc.)? ?? ? Is temporary vegetative cover w/ mulch_ resent? ,,?---°-, ??? Is permanent vegetative cover w/ r w!o ulch present? (circ CITY EASEMENTS AND UTILITIES ??? Are all easements clear-no part of any building/deck/porch/retaining walUetc. encroaching in easement? ?? j?I 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 andlor around them? ? 0? 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 ?? ? Is there tracking present on Public Right-of-Way/Street from construction site? 0? ? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop +s at ROW line) %? ? Is the site clean, no trash andior construction debris lying around? X? ? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) I JUL-18-2006 11:04AM FROM-ABC H1ILLWORK T-963 P.0011005 F-453 f . w? sALJTfJ1V1ATED BLiILDZNG CQMPfl?NENTS ' PHUNE: (752) 6?'7-4372 - ' PAX: (g52) 64-9.A.9-79 TRANSMITTAL SHFET VIA: pAX Krrtarr I""I TO: tot?t?rrx? ? - a TOTRL NO. OP PAGES IPiGiUqi'hiG OOVERa ? FNC NtilivtSQR: FAk NLMBEA ADCIOB M.h?mao. ILE: d URGEiVT I] FOR REVIpW OPflR APPROVAL ? YBR REQUEST E3 "AAI1i AT'1'AG=D C7 POR A$PAiR ? SEALED DWGS .A'ITACFFHD 1?0"TE5lCpA??_ ?12-6 -F;"1 E 057f 100 AYl?NUE SUUI'H MON'TRd58, MN, 55363 m ? LL a \ 0. M m t? ? ? J ? c.? m i ? O a ? :?-E d cn 0 i m 1 J n ? Job Name: HAMPTOSII D Truss ID: R11F2 JID;249888 6RG z-LOC HEaC7 5[7E REq'0 TC lcd SPF Q6SOF1.S£ Web bracFrg req uEred at each laaCion sFwnn. " " This design 6ased cvi chard 6radnp apptled 1 0- 2-12 1141 5.50 1.79 " 2ss4 SPF dFJi2-Chhl l-i ? See standard dEtlilS (i%610670p1-OOl tzvl). " ?r [fie Fo1lo?ring s[heduie: 2 L6- 0- 0 191; 5.50 30 1 BC }s4 SPF aF/C2-fNl p[acF6g sp?c • AhSI/TPI - 1995 } 34- 5-t1 819 5 50 1 50 2 4 4 S U 2 nax o.c, fran to " , . ?t PF $T L J-V. -4 THIS DESZUI IS l}:E CCNPOSITE HESULi OF BRG P.El?,ll[RE+:1YfS sFanr are Wed OALY 2x4 SPF STll9-U9 YULt€PLE l4bD CASfS. TL 24,00 9- 5- ? 1a- 7- 6 ; lkILtFT flFbCiiDPl(S) nn che :russ naterial ae each 6earing 2x4 SPF J!/32-CAN 10-4, 1i-17 IF 1WNGEqS WLE iADiGLTEO CN lNIS DHJINIAG, 5uppor.' Nain NtinA Hon•Nind Brg Rll? UPliss k?Cd39ize 7-19 THEY ARE &45€D fM 1.5" NANGEft NAILS FCR l -89 lb ? t 1934 0 3 03" Lanher shear a[lvnaoles are per NDS. E-PlY MD 3" HANGFA NASLS PoR t7JLTI-FLY " 3 -67 16 . ? 9 L -68 E 50" IµC116C truss plate values are 6ased on G[RDEe25. SF 1.5 GUN AAIlS ARE USED, THE Hi0-Drop ; 0-14S . testing and appmval as Yequiled bp [EC 170 I?.LY(F-25 M157 BE RE-EVALU0.TFD (BY D7NOlS). fiiS [rtess i5 deSigned u5ing th¢ arr.l ANSI/TPL and are r-ar-ted in avaFlablx Loaded fnr 10 PSF non-oonairrrnL BaL. 0.SLE7-98 k'ind SPteifitatFon docunenrs such rs ECB6 rLE07. Nark all interiar hear4n4 locat[ons. Bldg Enctased = Yes, fnportar?e Facior = L Op Drainage oust F,e provided ta araid pondfr,g. Tnstall interior suppott(s) he:ore erecciun. Truss Lorarion = got End Zane `FLECTF68 (span) : N4% 1J947 D? NEN to-Ll fLNE) Lc 3 7 Erd ?+erticals are desiQned for azlal IoadT only uniess r.oted o[herxise, " Ffiarricane/0[etn lfne = Na Up Cateqo ry = B Bldg l¢n di = 80.00 F[, BidA If'id[ii = 34,fiZ ft ? - 19' r- -D l= -D 2Z' D= -0 aO" REPP.IR- 11E6 6-Ll IS BRfk(EN ABOUT 12 Dtcensians alwve or 6elovt che iruss profi9z Nean roo height - Z3.63 ft, rtph = 90 . , . iX{gN FRON fOP. (Sf aiy) have hezn designed for laads 1PI Standard OccuFanry. DzaA 4oad = 12.0 psf RmcnL x t?cu raufs: rt tve.tn.R_l7 ttnS,Rtft.) [5[ indicated anly. Horizontal foads applied at the end of the exiensfons have not heen 7 1 L P E U DesSgned u Nain Rind Farce 4esisNng SysCen end C arzntr r nd Clzddin °R' i-t -woti.u}}}/ r?ta.ca) 0.59 t-i -n?s(?_tsy/ ?;(s.co) o.no HF?WISE ,?lT?D, AL LAT S. NLE55 O MUST BE I1ITACF ANU PRESSEd FN TNE wnsiderod unlezs sharm. A drop-leg tu an . g Tribvtary Area = 69 sqR 4 rrs?t.istt 9tU.co> i.Un i othernise unsupported Nail ?sy create a ??ppD PER 7PI -5 6??i )alSi, u) 0.59 . hinye effect chat requ{rrs sdditionai desiyn SG 22(1 6:• / lU{t,t5s o.w 6J -122(Ll5)/ 31[i. to) a.? oonsideracian (by others}. s p,pEQUATEEY SUPpORT TNE TRU55 : e oct .is>r c (t.[n) n.s, ?tiTIL THE REPAIR IS CCN.PLETE. fF ec (I'NP. V,P.. / rcxs_ i. cs + A17AI]t A 2X4-?1J.42 SViH TO OYE e -vi -ter t.?o r vs? i.is o.r? '0 -1? -1/3CL15 / 61 LEO O.IJ F,?CE wITH lOd NAILS AS SPECLFIED u-u ? uf i.is a-ns u-u -?n.?s>i i?i.u3 asf flq EAQE SIDE OF 7HE BREAK_ ¢ Poscrtai niE staS ts sxa,?+. 2x4 SPF#1R#2-CAhI. 6?4-0-0, U-u -tact.ao)1 4w 1.15) o.n f pT?RIBtlTE THE NAILS EVENLY. ON ONEFACE.POSI710fQA SHOWN. %M LU,P.(aB.V rL.11. F.? a! ll-a a?4? L,L57/ u5 i.Ea 0.75 j-jn _i9) 1 ty7? l09 I.D] ?_l5 ? 3-19 •9i s:is?/ 149 t,u o.nE THIS PLATE, NUST 8E Uf.9,4k.AGED IFdTACT j -i? -Ft E.60)/ l07(1.15) O.dS o.e, ? Ll li- -d i.%D)J 4C6(L.1f1 O.IQ '2• THE RE AIH SPEC FLmREQUIRE5 7HI5. --is ? r?(i_?s n.o? 7-U ld i.15J/ lvi(1.25 0.07 ? 2 3 ? 5 6 7 B -69i 1.15)J d?(1.Fn O.a] d-L4 -S6f 1.t5)J El[1_F/] O.tt B'? S=3-6 3-4 T 4-8 3 t 3-4 1-3 1 _53 t 5-1 J3 ?-l -t3 ? 7-8-14 7-113 3-4 e-tDd SHIP 0??3 3'8 ? ' & q W=5019 2-M 4-4 11:308 3-B R, 1941 111934 3-4 B3 U:-84 18- '0 LI: 1N:308 F 1tt:ItF:iS} Ct:ki'tl V 'l IlA'[' C1fIS I'[_??.CI'I.• ? 18-1•12 ? R:819 k'IFICAT[UX.Clldltti:PUk'f1t:1'+1'12r 1`.1lttp ? 1 fi-5-12 U:-67 EtY 11 L(? IL 1.:,1UE 1! SE1' l7 FN ECC SL'PF Hti'JSIU.S , 34-7.9 ? $110 i'llAft.ttI.111tl.S'7E6'i:t` I }:H13lPk[)- 9 10 112 13 14? 6'F:tiS[ONAL?NCIIEF:1t4?UE EIE1. OF'i?Nc S'fATEQ ,l(N "E-' ..•-? .t1TTd.iXEL1:Eft..~........?.• I Ji 'C . KEC?IS['Itli't(11 TP,USPLUS G.0 VER: T6.5. U'??? caLrlessshoNnh 31 ? a'>s?P `is•[18w?t,?i(56ga? w•? ?? ?1'11YAVS211 a.E,po iFsr??rddn eialaReport ? n "Tr17Jr? 0 6 ? f ? ? sv ? ? eF c Ffalesare snon assi7nria7v.? h7f hts alesUa'. dcve a s6uClu p7Ees(cf• ?_. rL V ? ,4 UTQMA7ED R Read all nofes orz fhis sfreef and gFve a copy of it io the Frecfing Coniractor. Cus t: LVNDGREN BP.OS. f ?7 r?((' UI TFUd=s'qiisM1rait6r'diJbriTn7c:npr[r?incltruus?ss?nm.ktaGr.nhisWc?sp?-.fiaf[esspeJdedbjtlerun,ronenl?:i{a?uar ?;ddxCha[[AN:KS?ntl'Mr rtffr ?xlsrSfF7Fld dlfF lG' L+M d f ^ 1l0: priv?S-nfi1896_LOOOQS_]0049! [l.C/YLl L COh7PONElVTS . . . f S1£ d :.. hR1 i(IIS1Yr.yi4+SfUfC54:lQfMfEiff01Gm.12tf.RrtfllY[1u r_Ltrrxm:dbrhre:.`r?o-nlrtar_fzaurua•dtrb_l9-gtlecg?x{A:r[oFd.ire.UUi. fietul3rgtlfsgerruclt3s?ki?tlUlFd?alf Osgnr: CLS ?:?,[ = 20 ?; zj'??F a;, 6,.rr?Qe?enemeegtn;a-,eynfneba?n3r?«exa•ene?-t?r?preat:n n.,e.s-,na?.Re:uxne?pr??t i: LL- ? t A tr h k ' i[ Live 35.00 psf pu1'FaeS L=L IS P=L 15 100 7 ephyr Avenue SOu t r r .r.- ? e px(ttf a ste?tv.Y ?s1 fi. tpt:m rh,rf s Ixpa}? tra-ed 6/ a ryd ?eaPkyai'1'r[al6rttll? aLtli[Q ?u1eu cf;v?.ie n:+edBa?.f?.o?cii?(ue+zr??qr.?tr.foxxscnc?rca„ta:my7ara!?eeb?rlSrg?rgn Ttfcorqana,iUUln:leeperefnzrr ???r? ? e ?b r ? - • ? TC 6ead 7.0 psf . . Rep l16r Bnti l_15 R Nb _ f ' . ? z ;r:-:m irrr?H-e?a,?? ? s??.r:??,rc?,a-?. F:y;te!--dde-its. 'dt Fh?? n h ' ' - ' 6C ilve 0.40 Psf ep r Corrp 1,00 A OlTCI OSe, M1ih 55363 a racc .ss ac;wO?rcern dufnhn r ?I?Sadz :antuAG,ti Gtia7F.sflcM1S a 3at1e s? Rep 51br Tens 1.00 PNONE, (800) Z48-4041 '~{s??r.vr.crr-w??r,w3cop.??r?.:V?sa-a„?oea?re???ecn¢r?eeokxt??erF?visFnauar.osr- • BC Dead 10,00 psF 4.C_Spaeinq 2- D- 0 FAK: (763) 675-3522 iscs?i-0».,.? acs,suuu.ursriee,s•e,wTCaxara?m-r?ei,aow,?-?hp??„?,isisou,»?ve.?,?e? W-6.531/4 R A F r l "dP J i i / = Design Syee ZRC - e n n vr.: a ?r ?s.? at n JL p,?rsbrelrJ?21111I:h5YeelNA:9sBU0.WeJinym,DCip]]6. TOTA! 52.06 psf DEFL RATTO: L1240 1"C: Ll18 ? M ? v ? 0 \ 0 a rn ? ? 0 ? J ? ? m ¢ ? O ? ? ml- Q 0 O m ? ? Job Narne: HAMPTOAf D Truss ID: R11HG JiD:250074 9RG %-lDC RF.KT SIZE REQ'D " TC 2X6 S°F G16S0Fl.SE Heb bracing required at each locat5an shann. ' UPLiFf flE4LTIS1N?5) : t 0- 2-12 ll08 5.50 1.50 Ix4 SPf 4l/€2-GV1 t.-3, 3-a ? See standab details ( ?(P10B7001-OOS re'+L). SupFarz Nain Hind Non i SB- 0- 0 3699 7.50" 3-06 BC ]x8 Sa 2=.OOF-2.QE Plac[ng spec : ANS[/fPf - 1995 1 -96 16 S 3:- 5-12 23;4 3.?4" 2.SS" 2x4 S7F STllp-(N? t3-5 Tk[S DES[G4 IS THE GCUFOSCfE NESULr DF 2 -9 ib 6RG P.EQIiIR61EHT5 shoun are tased OAL Y 2x6 WF C24WFZ_0E U-LS .7JLTIPLE LR:4 CASES. f -5 ?b on [he truss raCerial at each bmfirq MEg Lx4 SPF S1UD-i.eN IF 7idIKERS ARE iN6CCATE? CN TF2i5 D4t4NIHL. ' This truss 3s tasiyned usinq t3ie Br Reacc uptiFt Req d Size P ' tz4 _V'F fl/82-CAN 12-14 TNEY ANE 6.lSFD 04 1.5" iW?LER N4ILS FOR ASCE7-98 'ntird Spenficatian 1108 -90 1.50 LLnher sh,ear aflana6fes are per ADS. 1-PLY ANl ]° H.WGEA FLt[l5 f-0R NI1M-VlY Blda Fnclosctl = Yes, ?ngortance Fattor = i.06 t 3599 -9 1.06 ' tµC/I6C truss plata velues are 6ased an GIRQ=RS. IE 2.S" 0.W NAILS ARE USH), THE Truss Lotatian = Idat End 2one s 2?.5 -o z.S4 testinq ynd appraval as required by iBC 1703 F:L9L£RS HUST BE RE-EYALUATEO (8Y pTHFRS), d in v il Lo d fior 10 FSF ru d c bl d -mneurrent BCLI d ANSI/TP[ NurricareflXean Line - I:a Erp Cztegory B 81d Le 50 th 00 fS 8{d l?(dch ]2? 62 f ar. are reFor e e a a e e E, n . ar docur.xnrs such as ICPA $1607 Hark all (n[xrtor ttiaring locations . g rq = = g t Nedf71'aof h2iht - 22 ?3 Ft nph R 90 . . Drairage ausc be providEd to avnid pnrding Cnstall interfor sLpyart{s) before erection . , TPI Standard [updtlCy 083d L02J - 12 0 Y . . ? verticals are designed For azial loaGs peryanen[ 6racEng is re? uired (6y a[hers) ta . p OesSqned as Naia Nind F?or[e ReSisHng Sys[cn M:X DEFLECTiLW (s pan) : c?iy aniPSr noted atfiecxize. prraent ro[a[ian/topplirg. See BCSI 1-01 and Co?wnents and Ciaddinq 1Js99 1+?i lU-?1 LILVE ?[ 20 ) " ' " EJCCP115I0.'15 aLove or 6elox th_ cruss prafile and ANSI/1'PS 1. Tributary Area = 131 SqPt L> -0-Ua 4= -11.01 T= -0.06 [if any} have be¢n d=5igjed Ear laads ._ .__._._Lppp ?E R1 061UN L0.VJ5 --•--------•---- Eu?uL.v?:,fr a?.?s: ??1 j< ? q>? ? ?; > ondicated onfy. Fhrixantal loads apµlied at Dir l.Plf L.Loc R.PIf R.Lac LL/'R F h d i ? ? ? t -t -tzao Ll 1.E0 o.?e ?e en o ¢ eztens t ans have not heen iC VefC 104.03 - L- 6- 0 1D3.W 0- O- U 0.67 h l REPAFR- PLATFS AF ]OINT 9 fIRE p?V4AGEQ. ; 99 1. F0 2-1 a o.i considered onles5 s .ann. A dro e ro an ?" 9 Tt Vert 84.00 0- 0- 0 B4_4U tH- t-t? a.&s other?.ise unse orted 'nxll na crea[e a p?,L PLATES, pNLE55 OFHEtiWlSE NOTm, 1.4 •6Ea(LLS)l loa 1.[a1 o .l a. ?-s / si a i.is 0 .s3 1 yp y TC Vert 220.00 16- 1-E2 220.06 34- 7- 8 083 hinge effect chat requires additional design p? Yer[ 2a100 9- 0- 0 20.9U 18- 1-12 O,CO NJJSi 6E INTACf AND PRESSED IN THE ? tcs . lit5? u.sa s-5 VFS O t 7 ,' consideratian ihy otreesJ. BC Vert 79.017 t9- L•L2 79.90 34- 7- S 0.00 MbOD PER TPI, . : --c -rs? pRL.u;,EO / / 0(l. tS) O o. SA ss 4 AUEqIIATEIY SUPPORT THE TRU55 „,E,,; c?, , ? R 7116in. QSB APA Span RatecE 24116 Expasure 1- 15"x8" EIM{TIL 77EE REPALR iS CAkPLETE. , , . fD)/ co•v[i_is) 0.11 to-u us 1 " A4PLY 7/l6" APA ( MZtQ. SPAN . u-ie •u? i.<_o?? o .t a ONONEFACE.POSfi[QNASSHOWN, 3kiING 24(1.9) E7LPOSUBE 1, L2-ti ! ?le(0.?0 9 . A] u-l? -Ki.isll ;(...c o.« PLYMDOD (OR 6§B) 7D ONE ia ts , ±<szci.ts a." FACE, UHLESS NOiEO OTHfRWISE, ??F. o.. a. . R. ? ? f 2rc4 SPF 91192-CAN. By 4-0-0 WITH Sd tQ4IlS UNLESS OTFIERWISE SPECIFIm PfR GUSSEY THE NA L U iz3 vssi.is r jo .ei o.1F t e-is a7ta.15» 111tL.60 o.io OLdONEFACE.POSITfONASStEDVrt3, . I S NAIST BE EVENIY QISTRI01?TED TF1RD11GFXYUT. 3-11 -t! 1.FA j 56tt1_l5 0.21 a-L 1.li / ?4tCl.ls o.o! " PbSITEON THE GUSSET AS 5![OS1N. ? 4-17 -L33E 1.15 7 69fL65 0_71 r-i1 -usc i is r o vi 9 ?d 2 3-0-10 HEPAIR- fIE6 8-14 FIAS A 12" LWtiC1C LOCATEO . _ i;?a(i.is n_ ss 1 2 3 4 S 6 8 9 12" OON?I FRAN THE NP CFfDRA. _ ?-?? ! i?tC?.91 8r5 e-t? i 3q?o_v: o.n? i0-SOS * ATfACH A 2X4-S11R2('?-0-4) SCA9 i0 QSE 5 -10d ??? 7 ' s-AS t!ai?i 1s?/ D.9E 9 l 0 t 1 SOSDS 5 lQd FACf 5iF iFI 104 t?AILS AS SPECIFIEO 9-L5 -a _3 6(L_ 5J/ 9C .67) - 0 04 &1CN SLDE OF THE BREAK. 4-4 6-10 3.6 T P19SITION THE SCAB AS SHQ'dV. 42-13 ? Ia ` DTSTRIBIJfE THE HAIlS EVEIJLY, S " ? 5'? REPAIR- NEB 8-15 NAS 1. !2 ttlAQK LOCATED " 5- • 5 e 12 WHTI FROSi THE T(tP CMDRO. ATfACH A 2%4-,41fff1(4-0-4) TO OIIE 7. 5 w FACE IrITH 54(](SD SCRENS (SIMPSQY OR EQVIU. gHI p 114" X 3_0" LUNG7 !S SPECIFIED OM EAt}I la Z STDE OF THE BREIJC, ALLOW 3.5 541N PER SCREW. 44-13 4fi Z? 10'14 l ' PUSITION THE SCAB AS SHD'et'. ? B1 7liE SCREf75 SPfCIfI€D ARE PEP. SCAB. W_546 2-0-U 4-6 '11f:308 B-1D R:1 tOB ? R3699B2 83 U:-96 18•0-0 U:-9 W'3Q8 CiIF:ItF:H1 Ct,lPIYF1"CIFA'I"FIEItiP1..??t,5PF:- 8-1- 2 R.2345 C'[f[C:4TlUV. Clif LiF:FC1MT lt',\5 PK€PAK£D U'r5 gV 3IEDRLtiD€:kA11'UIHEL'fti?PE;k\'ISIitS 34_.8 .i1q'l1E:tll.lM JlilE.ltiNF:CIS I:RI.ll t0 11 123 14 15 FF:titi1U\'ll.f:tiE,l\E E:I iG\UC NE1.• OF'EEIF'Sl'.ITF.(1 S]E\'E' ? 2x4 S P F#1 I#2-CAN. By 4-0-0 i ON ONE FACE. POSITION AS SHOWN. µ?? , ?? T ? W.,M..._rv.. I c.?T ,? El l;k:la ! I'. kk:ClSlllATlO.\\0.2U?3? sy?.an>1'laksare20g a ?rNSSSh?,imb/'1H'(18g?.?,'H•+76ua. pr 2?1]("?TYA1X27p? l,pa?tionedperJuiw?u 7RUSP(_US 6.0 VER: T6,5.31 T?us+a? ?b 7I1812006 d Jsa frama pale Qr?dpF?r_sErhrae sb.»??shvnna6ove.5iR s HS7ai ales4?ar?dove a r?finSfnxW alssar s}3?. AfITOMA T-ED WARNINGRearia;l notes on thFs sheet and gnre a copy oflt ta the Erectfnp Gootractar. Nst: LUfiDGRE1J BROS. f nT ll aNd,?igs?_re,,:-?3?nu=.,?_?..?n?tm?,?r.,s,m? ?iwneeecr.+<a?r.3saswm?.nwo-?eemrpa.,K?wupv.re Np_ DriVeSJm62$86J-OOOQ5.?0006t lIifY 0ILG astlh.nrina,uvd..cerit,}.rctnrnlusxia'?cf?lafAF?l.d??ta?!?.Ibre4 PN'ryic?_?inaElxdirA_-?r?amran.O'mJ?s G C? ?? [ ? nAZnn`rCA,?C • ? C a'ebLe?2RfedE/1Y:crt{O'erlrtalf4r?raCtrtuLflqde?tHpriabl?Gktmlt ThftithgdS??ernt4?.£F.s;BnIFd:1s2Das sgnr: . = 20 ?; Z83. r iJ7 rll( (CJY _7 „Y,::eee;?,rc.::iae-eb?h„a:ytrrwFeatr, oe?t??esrgrna?sen?oa?o.wa?pras?.-m:d??g?e?,m?,u„?u.?rd,:ra TC Live I5.00 psf purFacs L=1.15 P=1.1S tsl:LValfha=MbrllHrccfcrecorehxaFin;arAW.bcGmrh[rdlslaWClyEraatltr/arqWsle?Fhj.?frl!rfal6nctMttt?dK'! ulYsscU.uniu Rep Mbr $IiLi 1 00 n.led. Bn[»gJnnni:fah?Js{.7?r[<(o>n;m?NSmvWrsut/br.d?ceb?[lirq{arqh.7lisat+{mmishslnllbxF?[edlnznf YC DCda 7.00 p5F . 100 Zephyr Avenue .SOUt e.T.rmr.thalultu?7am=hr:en'r.:io`Cb.o'dLU?!?4::?rd4u+=?m•it'._??mr..h.F?:<•It,?u?J?,irs'?7 gC Ljye 0,00 PSt Rep fdhr COffip 1.00 MontrOSB l•iN 55363 ?dR.rclllln?na:<CNar??Y.f?lM?nngctttdir'?'J;iHZSECt1n)UHa]RrycAf>ial:HetsnrpilfmnfnSSilHRwaj, REP MI]Y Tens 1.00 , PNON?: (800? 248-4Q4Z 'xis?rrir,irrcnr.ti?•mar?,GCe.,,??r?,?..nas?„?.,nw?.a??,u+?_auiur+.courams?srrtvrcwxuncrr ` - ' BC Dead 10.00 (JSF O.C.Spacing Z- 0- 0 ' FAX: (763) 675-3522 (ECSIIL 3Jtn]EGISUN4.VYSHEtiT b/Y/ICJ.-v?1iF1.TMeINCSR:1cN?ibl?{TFl?ukm2Ua15!]D Oru{ioL\rre,Ke:lfa-? - Wuxti'n9714 IheA utanF rdP ? / ai tl F? W l / + ' Des rgn SpCC IRC . n a : .?: r.µ 4? Kda lll i(L SYe+k I ,}5 a--en, AIia N,3e6ry. fM fiC2:Q67, TOfAL 5Z.00 p5F pEFL RATIO• L 2E0 TC• L/18 M Job Name: HAMP70N D Truss ID: Ft12A J1D:249888 v BRG X-Lft RFA,C7 SiZE REQ'0 TC 2.z4 SPf CI65CfL SE ?'eb bracing requira-1 a[ each lacz[fan shann. ' This dzslm based an chorQ brac?ng app]Sed ? 1 0- 2-E2 109B 5.50" 1.72" Zx4 SPF 0!,lJ2-CfJN I-7 (7pp1087UD1-0U1 rtvl). ? See Standard details ( per thr fo1lc?.ting schert?le: '-`- 2 18- 0- o 2013 3.SD' 3.39 BC 2x4 SPF ?t/02•GH Plating s?c :+WS[JTPT - 1945 ?z o.c, fim to 3 345-12 +96 3,56' LS9" 4?Fg 2x4 SPF :?1/32-CNJ TN15 06LQJ IS TF1E fOfM1POS17f RESULT OF fC 24.00" 15- 1-1.2 34- 7- 9 0RG RKILi?E,NFJiiS _01oNn art. 6ased ONLY 2x4 SPF SiU1YCAF1 1-9 NULTIFIE i4iD US£S, ' 11F7.IFT, R6SCROA?S) : ?n on che truss naterial at each hearing L? .?r shear allorra67es uz per rDS. G, tF tISVGERS AAE iNDICATED Q4 [E1[5 OWWib Support Nain Mnd IGon-Wind ° 8rq React Up1iFt Req'd Size EµC (p? =?uss Qlate values are hased an THEY A4€ 60.4m atl 1.5" H.d4CE'it t15.[LS FOR ! -07 lh ? 1 E?i9fi -c6 1.72" " 1es ;r.;i and appraral as rcquired Ly [BC 1701 L-PLY A60 3' IF.l4GER 114I15 F02 FNLtt-PlY 3 -102 76 ?y 2 ?033 0 3-14 " ? ,J45117Y( tnd are feport ed in available G[R€]EAS. IF 2,L" 4UH HAI1.5 dliE USED, [NE NiP-Drap : D•t-15 o ] 79fi -E02 L.SO dbc .,?sts such as ICH,1 4L697. HANGFAS HIIST BE RE-EYALI.VITED (BY 0i71ER5). lTsis Cruss is desiyned uSSng the ° 44ar atl interior 6earing locaeions. Loaded for IO PSF nao-conrurrent BCIL A9CE7-98 4fird Spenfication a Dra ,age nusc be prrnrided Ca avoid ponding. InseaTl interiur support(s) befare erecticn. Bldg Enclasec! = Yes, Inporcarce factor = 1.100 End verticals are desigrizd fior axial loads Truss Lacation = Aot Efd 2ane m rn ?-- ? a 0 J ? ? v m -¢ ? 0 ? ? ? Q O cn 0 ? + 1 ? only unless noted ntherxise. l fsl i h h b FfirricanP/Dcean line = Ao Exp Citego?Y = 9 Bld l h - 6tr OQ f d?d Nidth 72 62 f NiV DEFLECT[av (s?-n y 968 NEl1 4-LO {?yp)LC 17 L ar t e tru9s pna e nns a ove or e Ertens ned for EoaAs (i€ an ) have been dasi er.c?t q . g ? , t t F}ear? rno h?i ght = 24 nph s 90 f0 R / l= 0.22" 0.-U,19" T= -0,41° q y irdimted anly. Horizontal loads aoyiied ac i h , , TPI StarAani OccuPancy Uead Load ? 12,0 psf D f d :4 i Yi R i i S F p?;i? "? pp;?M; rc cirr. wR.ir rohs_???cccuz_i csi ave not heen [he s?d of the ectens ans consSdered unless sharm. 0. drop•iep to an es orce yne as i es st yacen n nd ng znd Coqwnents and Claddlnq 0o_a2 i-t -t1i.?i.is>/ s??:?.w? -9 i-LS)/ t.6t _ea I a-1 -: nthenrise unsupparted wali nay craate a l d i i frfbutary Area - 69 sqft i.? 1 i.15 o.ao o.s? I a.s ? eai i.is gn hin a eFfecc tha[ raqieires add tiona 4 es aonsideratian (by others). - ? s.s -usu.iz?/ si€i.60nse REPa[R- 1.5-3 PLATfS A7 JDIHT 4 F{AV:' ; 6.; °c?.'n' °`-6'> °.SB 7J16in. OSB ARA Span Rated 24116 Exposure 1- 12"x12° CO!fE LWSf. ! ac o.?s ? s-e ua(?.?oj/ sst(i. DNONEFACE.CENI ALI. PIATES l1NLE55 0'fiiER'dLSE hOiED, ? i 9-lJ -?(L.FO]12(t.CS O.ri NUST BE Itfl'ACT AFD PRESSED iN TNE w-tl ? i?ecL.2s .oa v-U o! fo o.c7 ? j ? ; WCSOb pER TPI. 1 .En o.;n ,i-? 93 ? zcs i.ss ia ocar. ua ! rn+s. ouz. a2 cs i fn; oi s{ ? ` f??FAIIATELY SUPPORT TiIE TRUSS . in-+ -ifr / o_ i.i i_")! w 1.m o.3i UHTII T1iE REPAIR IS COHPLETE. 1-i -16 l.@])/ 96: t.15 ?.25 t-ia -ra/ i_tW 100 i.w n.ss 15-1-12 4 5 6 • APPLY 7I16", APA ( MIN. SPAN c-io -7r5(i..fOl?7 I a.56 35Cl !i! l.tC O.Fd 10 - 11 J ? ? AATIHG 24116} EJ(POSURE L, PLYWOOD (OR Of9 ill OSE a.cs t.zc s-? I tcs e-it u) ! u9cI.zn 0.03 ) FA{E, UNLE55 HOtEO 01l[E?iN'ISE ) i-L7 - ESCE.157% Ei[i.EUi o:is 1tfLTH 8d NA'[LS UNLESS OTHfKHIk SPEQFIED PER GllSSET. Tk1E tiM1ILS 8iU5T BE EVENLY 0STRIBVT£6 iHRUIK iW1T. ' CE?IFER GUSSET 011 laIflT 4. M 9- •13 -13 I 1411- -13 ? SHtP 3-4 3-4 6-8 8 a 3-8 w:sc 2 ,. R_tia 3 u_-a; v:3aa 18-1-12 R:796 t7[EHF'.k41 Ch:RI'llY`I"Htl'ItIFSfl.l' ? 18-5-12 ' ? U: 102 !.'IFIC'A'f[t3ti', G[i IiEP()RT S1':tS PRCP 11tED ' 34_ $ UY M(:OIt 1.1D£N.315 OfKECI'SCE'E :41510\ ?B 9 1L1 12 13? ANIt'ff€A ['[Ati4 .ull.[.4'ltCt;l56:11F'rPliit- ti\f.l1'E61t C: 1DL7 ? [E yV? (?F7FfE5"CATLtI' Rlt.%.'E ....... nTT.l. ?VEE.fiEN....._. ? _ kE:c?sru.ti•?i???• .?033? S TRUSPL U5 6, Q YFR: T6. 5.31 `e eI f iI e '1 ? ? 1 : s s' iu 9a'6 ?'GWp t s?i ??x ? ` u 5?sa id ?a a i a es ? "e o 711712006 e ? = zr t m ?r o ? sLu a s lrarr s aro d r c l 7tes r f - '-.?40a D'? Sh?ll AUTQt?}ATEfJ ?W fN Read afl no2es an ihis sheef and gFve a copy otlt to fbe Frecffrrg Contraclor. Cusc; ?u?ioGea: aROS. ' ' sr:.av ,asrat;w,;?x.,???cnmen.ahi?ss?sLVi.IIFasMan6x?lmyvnSUbnsF?•Uedtr?IMov;pxu?lrrtr?le[Urt? wa: o?ves?bzas?.l.oooos aaoaQi f?77 /? r/ U?Li11fYV erdd:? ?nxccmf:nxr+htleaa'r:ll?!rioraalTPla??R}7AW.s?s??df.4ort??/ffiillbsxalMdfvbEnu?l.le,-42?/.(]RMSU+? . Us nr: CLS 9lLC = 26 4! 2519 /yA ,{?7/ '] /?7'(`' ueRt. .En?Fee oem*G ?-ir??:nJ e,?a?:.v d-a 1 «'+9 Papmu4#`wi?5w? RBbdS?fesSrr11rt9??ctff?u1f11hTk¢:s = g ('lrlJ CLJNEfY1,J :tt¢ed. N?dtixis?Eaacx?hal ?rg.?ecdtr?USkr.?R.:drgm!erMf?sex?olxEp4s-<COn. fr.edsfQ+?anesuolUel:prtdd . :rs?n r?:4ae?uer?ran,au.,,e:yvea,Pxro„m?.d'uui=ruyc? s?ya?,1`neah,q??c.e?iata3a+,.,t?awv,?s. f v nl[+r5 t d tt?rli' {c r ' `Kt`alr d f i- d lt Y l ? [ M4 f th T ?6 dF n i F h y 7C Live 35.00 psf DurFaes L=1. LS Ps1.15 Rep f4hr' Bn[f L15 TC Dead ] ?? [75? idQ zE}7fTYr AVe11UP SOUr ?( . [ Q r . ?c g r a ? s y?u i o? n :ncv / nK p r n o / a O?n : m tP a K :nar.n , rtfwcj - namnst- r.z:e-I 0 re.w?oe-f19!S••+•an?o raN?n.hantb bsal , 75F Rep blbc CAmp 1.04 6C Li•Je D 00 A7N 55363 Montrose ?t?r 'i:m??a,«?.w???.ntF_?-?r9e:,?.?•.?_:,??-ews„?w?,:.?re?uu«,FUr.r+r??:nr?, , . Rep Mbr fens 1.00 , PNONE: t80D) Z?S8--004Z ?r"?" ,.?•''?'`,• `?•°'°r,,,,-,c.,,??rn.,..??aao?sr?????.ac??wnncca.?a.ewrsarz?rr?wn»xn«r- ' BC Uead 10.00 psF O.C.Spacinq 2- 0- 0 ?CG:71 lfa-tlEL1SlINNORlSkEEf3tr/YRC4a-dT?f,heTn[sP u31f<E41r(IFl?upahd6.5!]64driaLtin;Na.4D?, UCSi9l1 SpQ[ I(1.- FAX: (763) 67$-3522 Waa"i31r'•4• tmeMuilnfuedWPgvAs.wmFm(TFPA}aloa?5[1171LS?ESYCI,h5Y,51eEDk,N'a.fF?tu1CG27N?. TOTAL $z.120 QSF DEFL RAPiO: L/240 TC: LI18 M v W u-? \ 0 Q_ m W ? ? ? 0 J ? v m ? 0 ? w ? O 0 m . ?, ? Job Name: HAMPTON D Trt+ss BD: R18S'1 J[D:249888 BRG X-lOC REP.Ci SiZE REf2'D TC 2x4 5°F 3II92-CAN ' " PlaSfn7 spec : AYSirT'?'sI - 1495 fNE tC41PD?ITE RESt1LT OF K UPLFfTRElu.7ifM(S) : !t d FS l S Y{ di + l 3f 2x4 C F €1/3Z-GYI LSD 1 0- 2-12 E43 S,SO L 1- 2- 9 'rS 1.50" S.SD" MEB 2x3 5:'F STUO-GeN T}f[S DESIG. iS YA1LT-SPLE LQSD CASES, orC a n an- nr u? n 1 -30 lb 3 2- l- l 115 1.50" i.50° 2a4 SPF STUD-CAf1 3-1 [F HAdIGERS A4E LyDI{AlFD pH 1HI5 CPFXfNG, 2 -lA lb 8?L REt2U[A?71EkT5 ;hnnn are basei CtJIY TRCJIBC Lruss plete values are bssc-d cn lEiEY kpE BASEO ON l.S" E1411GL2 NAILS F17i 3 -14 lb cn [fie cruss necerial at eacFi 1:-aring testir and anD?'a?'al as reqnired by tBC L703 I li P U He d 5 ize 9 il hl d i P d d 1-PLY WA 3" HVIGER N4E15 F02 MIL[I-PLY 5" 4UN I[0.IL5 l AE VSEB ME RRDERS [f 2 This trvss is desiqned using the ASC€7-98 Hind Specifieation ? p q' 5 rg e?j p ava e are repor.e a C an an AN I/7 0 docvtents such as [C? 316UT. 1 . , . . f1A6GElIS N175f 6E RE-EYALU4TED (6Y D1NEt5). 31r3gEnrlosed = Yes, FnFortance Fa[hor ¢ 1.Cd ? I Sp„ 1 75 Ndrk all inrerior bearir loIation>. " LnaQ-?d fof lU ASF nan-conwrrenc BCLI. Truss Lacacfon ? leot End 7?ne 3 uS -li 1.50 , Shin hearinos {if needed? for ?a. suQpart. [nstall inr.erior suppart(5) beFore erectfon. i l 1oaAs d f d i l d t Hurricane/Ocean Line - Yta F?cn Cateyory ? B Bld Le tfi - 80 dth ? (p aQ Ft 00 Ft Bid ar ax qne a En vett ta s are es unless noted othe?rfse ml 9 , ng . q Hean roaP 6eignt= 12.b7 Ft ttph = 90 • y fxtensFons a6ove ar 6elaK t4e iruss prafile (if any) have haen designed far loads , 1PI Stendard O'c?.pancY 13ead laad F I2,6 D5F Desiqned as Haln Yind Force ResEsting Systen rbiY DEFLKttR4 (span) ; indicaced only. HoriiorstaT loads app11ed at and Cartpenenu arvd Claddirg LJ9?79 :?f7i 3a (li?'E) lC tl ppEQLIATE HORFZ07TAL SUP?OR7 IS the end of iha eatensions have not 6aen tributary Mca 4 sqft L= 0.00' 0= 0A0" T= 0,00" REQULRED AT iHE TOP A-NU 60TTCt,1 vor.sidared unless shaen. A drop-leg to an CRITiCAL *-'OR w°,M° CHURDS OF 7HE OPEII F).b OF iHE rc cnw ? ut > cst !:?s otFxrxise vnsupportzd rall nay rrea[e a e effect thxt require; additianal design hin . . _ ) c m f??K ? a 15$1 i: 0 i i q g cansideratlan (by others)• • - ( . 7 . tK CVa?. wl.. 1 IEK .l 6i l.W / Si l.li] 0.0! -1+i U(1.61 / G l.lS) 0_0J w? cGiP.(p.R_)1 iuo. • R.7 GYi 1-1 -?fn(LLS! Sa 1.64 O.Uf 1L -K9(1.i5;, ,T ?.? 0.06 ?4sPF #1rft2-cAr,. scas. 41?Rc.r 7EiI5 PIAIE, NA{ST BE USBhH?tGED IHTaCT ON ONE FACE_ POSIi ION RS SHOSY[d. 1 a ANU fRESSF? IN THE 'nbCO PEN TPI THE REPAZR SPECLFlE6 REQUIRES iHLS, ?OD kEPAIR- N'E9 1-3 IS 6ROKFJ{ ABDUT 3" DpnN fftGA TOP. ALL PLAYES, UNLESS OTHEIIWISE IIOfEO, Bp 4 HUST 9E sHTACI k)Ib FRESSE? IN iHE 3- W108 KODD PFk TPI. R:75 U_-i0 k 0.DEQUA7ELY SttPPORY THE TP.1F55 UlfrtL TNE REPAIR [5 CDNPLETf. ? ATFAQ! A 2X4-ft1,/.f2 SG56 TO G14E FACE 49ITH lOd MAIlS AS SPEQFIED 4-3 -12 pry FAp{ SEpE OF TtiE BREtK. 3-6-13 ' P4511I0tJ THE SU9 AS SHl7AN, ' DI57R79UTE ME I7AIL5 EYENLY. 4•1tld 8E10?lV 6REAK Bi 2? n? l 3?d 1N:508 ? R:i93 U:34 1 -1-13 a a TRUSPLUS 6.0 VEF{: T6.5.31 B3 W:706 R:tlS U: 14 E 1lY.Kt:il1 CE:k 1"141"I'i l.\ f' 1 k1 i S l'I .At?. S PF.- ['1 FIC ?1"F [U]', f Nt Ii E PU N F kk'.1? 1`lS?P.1K E I) 4Y tIL07t CNtlEH N]ti' UIHECt SLI'CHt'IS[(?1 xNP1E113fl:i1[,tU1.1.1"K#'(.IS I:BF'I1Pl[tl- F't5S[ON.iL EtiE.ENEEit W'miCEI. fTC 11fF.,t'fA'iF. E}F m [.kSCFA iT J.14'F. L KE[{ ?T f 1'f{" RF:CI'N'I'RA f10\' \(J. tB33Y ?U TQMaT-ED WAMNIIYC7Aead aff noies on firFs srieet andglve a copy oftt fo the FrecNng Gontracfar. ' Gise: WNDGR€N 8R0S. ? g?akr2niev?Fd:dbJCi,;cur?uranra?+,css?sWi. Y.tazM_snhsudwr?e3raXmpvid?kytlrsoon?vennar:fawt•?r R.Sdt 6'0: Drive_ss52886_LOOOQ5 .3aOOQ1 (/j[(?Z?yf( , udd?nC??rwdc?er7hf:ettnnlwsirscfTP1a.11.fPAfrimslm:ads.Nom?uiiK'rybissutdfo«en?(uui[sazry.(Insn?+t ' . 65 nr: CLS 4LC = 24 WT: 17? g n arehte?criEalt7Ursoc?rp:'v.+lrrsifa;irTra-eu[ulSrgd:ig?Hf+'trbf?x raEm. fietuNrqd:sy?vn?5la,r?unuraiVekafs COAIf ?NEN?S ?i?Mmtl.slei;nrtwtcr<r.eWtleA;drg:npc?6?Cehedb iTqmd_fMfie(a.sJara{¢raicn TTedefqiauunest?xrtieLptlr M . . . TC Live 35,90 psf 6urFaCS L=L.15 10=1.I5 i51d?? prOrM CyU? Kd [? (4crshscUig W tla b-inT rr.x? u?M1/kn.crtT y a ilgd ffiB SY,1ndMMCirl? 818d?ed LL{fsa ci`bN$e TC a d 7 00 f Rep FSbr Bfld t.15 100 Zeyhyr Avenue SQ[!L' ru?d. dzd-gr?.-.mcctwLlerJS?ro'irfr.rtimxtsmertD?.n^Jybr.a?uh?kL•qkrt7fi. /Kaa'.:?oevric?d?otieplsceii?ery ?r„rrnP-rfi?i•„?:,,c-r-nriwe?i_.r?+ae.e-ar?cfw?s?c?rdb.ce.r??..n:,w?a?cw ram??ehsawrei? ea p5 . 8C Live 0.00 psf Rep Nfbr Camp 1.00 JdN 35363 Moni rose °i4G"sn'seusshau?a.:ev.?++eer?r<.vqatuAUS:•??rr,_ntCwtig?NUReyots'?. ?fesurY.?dcmT?sn?m'a.arr, Rep Kbf iens 1.00 , PHOiVE: CSOd? 248-404I "cr?l?'?'T?.??-Y'?dr,?ssa.nH?n,,•,s.,s;??:,dp«g,Ae?_.?ae?,euinivcwura?=_vSi+sErvufuxs?nna.r- ' BC Oe2d 14.OD psf O.C.Spa[irtg 2- 0- 0 JBC511!q?ad?5a5LP,Ill4;Y5FgfSt?vrt:J.ar]1FI.ThsTwiRHeF.fivF_{7Fl)eloca?i?l5E3D OrehS>AAa,UMscn, D2SSg(1 SpEL jRC Fi3X: (763) 575-3522 vf-sn53179 Rermsrl ?ve?a,t?a{aes -w?icn?W>l?)islxs'eda111171EN5F-CllN.SLB:0.Nhzh5qw ?ClIq3R TOTAL 52.00 psf QEFL „Anq: Li2an re: L/ia ???/ Z? ? .?a7 Address: 3554 Birchpond Rd. Permit: 73441 Zip: 55 22 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope SodJSeeded lawn TraiUcurb damage Porch Lower level finish Deck 4 Fireplace + • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potenrial exists. • Call the City's Engineering Departxnent at 651-675-5646 prior to working in right-of-way or installing irrigation system. ?., ? BUILDING INSPECTOR: ? ( f. 2006 RESIDENTIAL PLUMBING PERMir aPPLicarioN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date Site Street Address __3 I't"1'] Unit # ? Property Owner?.Ja5rY1 ('t.Y(.d Telephone # ((e5? 0,+?> a Contractor 9&wt a S Telephone #( ) Address City State Zip The Applicant is: Owner _ Contractor _Other -4 Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 ? Add plumbing fixtures. This fee includes installation of a water softener and/or water heater at the same time. If you are installing onlv a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. `Septic System Abandonment Water Turnaround (add $130.00 if a 5/8" meter is required) Other: Water Softener Water Heater $ 15.00 _ new _ repfacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 T l t dy $ ? o a I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. ApplicanYs Printed Name ic s Signa ?u ?- -_ City Of Eapn General bzfornzation Engineering Division 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651-675-5641 - Fa.x: 651-675-5694 www.citvofeaQan.coin Permit Number:4 "0ri h_7 Date Received: +/ /$6:? FOR CITY USE ONLY ............ ................................... S ? Submit 1 (ane) campleted form ? with 4(four) sets of maps ................................................: Applicant: ?a5 avt GSOC Reg. #: - Address: 3J S `1 M=vcLyv,._a{ 9u.rj City: ???.. State: ?-(Aj Zip: 5 5 i i<- Contact Person: Title: Email: iCr'+-L_ 0 Z e-?"-% Sv\. Cow, Phone: Fax: - Contractor (if other than applicant): L.-?S owe GSOC Reg. Contact Person: Crt.r IPwc.e. Title: C5)t4w_+' Email: u? Ae-e iv\.C l 6..kAA yak?.o , eo w, Phone: &S1-'77s - 7 93 V Fax: -- Location: (Stteet, property address or legal, or distance and direction from nearest public street intersection) Excavation Information Start Date:??Zv 7 Completion Date: y?1 a'?b7 } Purpose of Construction: New ? Repair ? Replacement ? Other ???5??????1e Type of Excavation: Trench ? Hole o Plowing ? Boring ? Other ? Joint Trench Construction: Yes ? No ? Lane Closures Required: Yes ? No ? Detour Required: Yes 0 No ? R/W Area being disturbed: Street Surface ? Curb/Gutter ? Sidewalk/Trail ? Boulevaxd ? Additional information: ov" Ti;e undersigned herewith accepts the terms and conditions of this permit by the City of Eagan as herein contained and agrees to fully comply therewith to the satisfaction of the City of Eagan. The undersigned also declares that he/she will comply with all relevant City Ordinances and all Ri f Way Regulations. Signed: Title: 69 kk ea' Date: .............................................................................................. ........... K.NiL_Yx FOR CITY U Financial Security Amount: $ r? Type: Receipt No. (Cash, Bond, LOC, etc.) Permit Fee: $ ? Receipt No. Special Conditions: AUT ORIZATION OF PERMIT APPRO BY: EP RTMENT OF PUBLIC WORKS _ ?? BY: DATE: J-1116 '7 PERMIT City of Eagan Permit Type:Building Permit Number:EA143399 Date Issued:06/14/2017 Permit Category:ePermit Site Address: 3554 Birchpond Rd Lot:8 Block: 2 Addition: Terra Glenn PID:10-75400-02-080 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) 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 within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Jason J Fritz 3554 Birchpond Rd Eagan MN 55122 (612) 363-6119 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink-( 1� fi City of EaaanrFor Office Use Q MA RECEIVED ::::<' '2i7 ✓, c/7 11 UL 20 2017 Eagan MN 55122 Date Received: -(7 Phone: (651)675-5675 Fax: (651)675-5694 Staff: 2017 RESIDENTIAL BUILDINGIlPERMIT APPLICATION Date: /i 5 ' Site Address: 55 i/C.V� � K4 Unit#: 1�i Name: -.�' cl5c'r1 r r-r. Z.. Phone: �G)2-'- 3 ,3-- G I ill Residentill to ` ©WrienlAddress/City/Zip: 35 5'-V Bi eChpLr7 RD/ 5p in r .5-5 %L z - i" 7, Applicant is: x Owner Contractor � '°���� Description of work: 13 QSe Me-1(14 "i`i v1 s Type of Worl I Construction Cost:i _O Multi-Family Building: (Yes /No ) 1�'r Company: 1 VL i S�~t F�� W e r4Co' Contact:}54lv1 (GI i-2y8- '1c ) .. ontracf r�r 4 Address: v�� 1( i 'ny 3/v h7 City: $t Li, /Ct,, 55IIL Phone:0-2g q( Email r 0 4 .Y tJ " ir'IIS -41,+r.. ,,,v6 04.1" • ii �i State: 1v1/ Zip: - License#: B iuu 11 � Lead Certificate#: If the project is exempt from lead certification, please explain why: YD COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: a .. i1i.gas,, iui V" t iw ,, + V r. i` �n , ti ,�,. NOTE:Plans andsu orting documents that!you submit are considered cto b I� ubli fo r rtrons of r the information maybe classified as non-p€bltc tf you provide spec fic,reasc n that would r he:Ci to ^�" '.. 1 t n lude-th theare ade sets, 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.qopherstateonecall.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 worn-i of to sta - hout a permit; that the work will be in accordance with the approved plan in the case of work which requires a review apd-approval of plans. Exterior work authorized by a building permit issued in accordance ' the Minnesota State Building Code m st be co - ed within 180 days of permit issuance. ' \-\b' ,7 Applicant's Printed Name A. : icant's ignature Page 1 of 3 ,�I roe r U't DO NOT WRITE BELOW THIS LINE /Z/WO 1 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 A Lower Level Pool Accessory Building WORK TYPES /10 New Interior Improvement Siding Demolish Building* Addition Move Building _ Reroof Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace Repair Egress Window Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation (47 Zoo Occupancy J..124—1 MCES System Plan Review Code Edition I/ytn 2.o1C SAC Units (25%_100% p) Zoning P,/7 City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction I) 13 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) )6 Final/No C.O. Required Foundation Foundation Before Backfill 1(J HVAC_Gas Service Test Gas Line Air Test Roof: _Ice&Water _Final Pool: Footings Air/Gas Tests _Final X' Framing 30 Minutes 1 Hour Drain Tile 10 Fireplace: /b Rough In X3 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 Other: Reviewed By: 19Y)1 (Y)ik/7f9- , Building Inspector RESIDENTIAL FEES Z /Q Jp, ) 1"- Base rBase Fee Surcharge 69/ c-p� 09, Plan Review 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:EA144428 Date Issued:07/26/2017 Permit Category:ePermit Site Address: 3554 Birchpond Rd Lot:8 Block: 2 Addition: Terra Glenn PID:10-75400-02-080 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. 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 (miscellaneous)$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 - Jason J Fritz 3554 Birchpond Rd Eagan MN 55122 Servin Plumbing & Heating Llc 24752 705th Ave Dassel MN 55325 (320) 980-4666 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA144432 Date Issued:07/26/2017 Permit Category:ePermit Site Address: 3554 Birchpond Rd Lot:8 Block: 2 Addition: Terra Glenn PID:10-75400-02-080 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - 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 - Jason J Fritz 3554 Birchpond Rd Eagan MN 55122 (651) 248-4440 Glowing Hearth And Home Llc 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA156900 Date Issued:07/24/2019 Permit Category:ePermit Site Address: 3554 Birchpond Rd Lot:8 Block: 2 Addition: Terra Glenn PID:10-75400-02-080 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard 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 - Jason J Fritz 3554 Birchpond Rd Eagan MN 55122 Asap Underground Llc 2355 Fairview Ave, Suite 371 Roseville MN 55113 (612) 222-5502 Applicant/Permitee: Signature Issued By: Signature