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4834 Richard LaneCITY OF EAGAN Remarks Owner Street FSS 13V.A:?r. q 834 ?" rkarc? La nE C?dA, addrESS Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 35 1985 2450.15 490.03 5 STREET RESTOR. GRADING SAN SEW TRUNK 1976 1 .00 1.00 1 Paid EWERLATERAL + 1985 4361,74 $72.35 WATERMAIN WATER LATERAL WATER AREA y 10-15 7 9 * - - STORMSEW TRK 1 S COlOOl 2-1-85 * STORM SEW LAT 1985 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CLAIM VOIICHER CITY OF $AGAN CLAIMANT 7G(h-jvj K Pc ,Up? it?- ADDRESS itf ri .S?S /, JA d#?rnu? ,. ?- _ /J 7 Lt? '?. 6 / ,? )J _--?- -_ ._ .- A! ?, ?- i??' C?l??? S`? ..n..-i........ _ ..... .. I declase under the penalties of law that this account, claim or demand is jua and that no part of it has been paid. Signature i r Date PP-hK 9 FIN2:CLAIMS 1 `d- ILO te(p( $ 'F'. 3 V / lle 7� For Office Use vd ,,,k `t,; � e �°M� N,16,,,,,,,,, , � l�ioo _�� Permit#: i�� � � :I V.® .0 0 E AGA Permit Fee: ....r—t.-, 109F.31 I- g--(eel' Date Received: '® 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 �;E.,, r,,� (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinqinspectionscityofeaqan.com ��? JAN 0 9 2018 L LLL """ / 2018 RESIDENTIAL BUILDING PERMIT APPLICATION ;.----- Date: /!9 +c LJ'r(Q Site Address: "( R;(.1,. c) `'in - Unit#: ( t2-I I.` Name: Phone: Resident/ Owner #.': Address/City/Zip: Applicant is: Owner Contractor L. --7-1-z-); i c:l.,) Type of Work Description of work: /1 6,-.1 (l WC( ) d/ Construction Cost: Vl 006 Multi-Family Building:(Yes /No ) Company: Pd-ScL 6,1 U- -3 Contact: 171"0 l0"7 ''.jcl Contractor Address: I(�G 3� 11'51 I' 'u-) City: 1--911<<A)/l( State:/16k/ Zip: jJu�'(L1 Phone: i' Email: d c',el Qi � 6 i1- Gch2_htic, Jd . . -0 License#: 5 5 g Lead Certificate#: Ce I in If the project is exempt from lead certification, please explain why: 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 LNo If yes,date and address of master plan: Licensed Plumber: S;Ait r(e IAAIN,b,‘,, Phone: 6'5 f 'CO7o /C Thence, , / 7 Mechanical Contractor: oc�C a �,��h r- G%. �Q� ✓ Phone: 6i)- 3?6-5,!$ Sewer&Water Contractor: /10 c kei JX(0,.�c ;ma/c, Phone: ' 5J- � C)-1-.1,),'I I Fire Suppression Contractor: Phone: NOTE'Plans and supporting documents that you submit are vco idered tis be public information Portions of the nform!ation ay be} classified as non ublicr. .0 oyldes.ecificreasonsthtwould ,-emittheo -toe- +`4~' are'tr- aerate. 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.00pherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of_ plans. x J0 - i lScL x //— Applicant's Printed Name Applic 's Signature DO NOT WRITE BELOW THIS LINE '/Y3 y i , d2c,id zG --Q , ./././ 47 SUB TYPES Foundation Fireplace Porch(3-Season) _ Exterior Alteration(Single Family) 4 Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof Demolish Interior _ 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 96 '"'Ct 1 Occupancy ;„ ., MCES System Plan Review Code Edition ('1 ) g SAC Units (25% 100% ) Zoning City Water Census Code Stories OZ Booster Pump #of Units Square Feet ',.1 ) (e PRV #of Buildings Length ! Fire Suppression Required Type of Construction Width 5) REQUIRED INSPECTIONS 1 Footings (New Building) Meter Size: Footings (Deck) y Final/C.O. Required Footings, (Addi ion) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water Final Pool: _Footings Air/Gas Tests _Final Framing 30 Minutes1 Hour Drain Tile ' Fireplace: Rough In it Test Final Siding: Stucco Lath tone Lat _Brick_EFIS Insulation Windows / Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock y Radon Control Fire Walls Fire Suppression: _Rough In Final Braced Walls Erosion Control 7(\ Shower Pan Other: Reviewed By: Aclir , Building Inspector RESIDENTIAL FEES ,g, -26 ,� ' ID /ji S' ` 1 Ft) °- Base Fee Surcharge ► ' A 1 I # a' / / p Plan Review MCES SAC Id imi1l 7$ ) CitySAC Utility Connection Charge 6,t , , '" - 32 IQ " ' < S&W Permit&Surcharge 544,, 0 Treatment Plant _ , 1 Copies ' 2 ) TOTALf Page 2 of 3 New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. Place your Mailing Address of the Dwelling or Dwelling Unit City 4834 Richard Ln Eagan, Mn. logo here Name of Residential Contractor MN License Number Pietsch Builders Inc. 2358 THERMAL ENVELOPE RADON CONTROL SYSTEM REC r E\/ED Type:Check All That Apply X Passive(No Fan) xcuve tvvnrr Id!,anu munutneter o co or other system monitoring JAN Z 2018 r m N Location(or future location)of Fan: a c _ m ao CO Attic p o. o -'12 U o e E o. m m .o 6 Q m m cu 0 -o ° R 7 NqdX NT C Z vm U O _ w O Insulation Location a -m o E E a, ri 0 of p a a p RS - o of H e z u EL u. u_ E iY Other Please Describe Here Below Entire Slab Foundation Wall R-10 x x outside of wall Perimeter of Slab on Grade Rim Joist(1st Floor) A) 10 x Installed on the inside Rim Joist(2nd Floor+) 4.0 10 x installed on the inside Wall 21 x Ceiling,flat 50 x Ceiling,vaulted 50 x Bay Windows or cantilevered areas 38 x installed on the inside Floors over unconditioned area 38 x Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0..28 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.22 8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type gas gas electric x Passive Manufacturer American Standard A.O.Smith American Standard Powered Interlocked with exhaust device. Model AUH1B060A936BA AGPVH50 4A7A3024 Describe: Input in 60,000 Capacity in 50 Output 2 Other,describe: BTUS: Gallons: in Tons: Rating or Size AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatil44,798 24,016 24,016 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type x Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: x Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: See Below Location of duct or system: Balanced Ventilation capacity in cfms: Percentage timer.IAO Stat. Location of fan(s),describe: All bathrooms Cfm's 6"Fle "round duct OR Capacity continuous ventilation rate in cfms: 70 CFM x Total ventilation(intermittent+continuous)rate in cfms: 140 CFM "metal duct Builders Associaton of Minnesota version 101014 Thomco Heating & Air Conditioning Inc Pietschl Krznarcik 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 -thomcoheating@gmail.com Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 01/08/2018 — — System I (Average Load Procedure) J Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Design Grains: 24 Summer: 88 75 Heated Area 3154 Sq.Ft. Winter: -11 70 Cooled Area 3154 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 4063 19249 2699 0 Windows 300.44 6550 6323 0 Doors 42 1190 382 0 Ceilings 1102 1785 882 0 Skylights 0 0 0 0 Floors 1115 1940 50 0 Room Internal Loads 0 6682 1200 Blower Load 1707 0 ,41 "Viv Hot Water Piping Load 0 0 0 Winter Humidification Load 5732 0 0 tiii sfii,a Infiltration 4859 322 367 Approved ACCA Ventilation 3493 2186 1216 MJ8 Calculations Duct Loss/Gain EHLF=0 ESGF=0 0 0 0 AED Excursion nfa 0 n/a Subtotal 44798 21233 2783 Total Heating 44798 Btuh 14 kw of electric heat Total Cooling 24016 Btuh 85 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 1 Adtek Software Co Pietschl Krznarcik 105 S Main St-Toluca, ill 61369 815-452-2345 -sales@adteksoft.com Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 01/08/2018 System AED Curve — DAL — 1.3 1.5 9000 8000 7000 6000 , I. 5000 al 4000 3000 2000 1000 0 - - 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour AED Excursion: 0 btuh AED Status: System has Adequate Exposure Diversity. AED Flag: No AED Flag. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.01 Page 2 Adtek Software Co� Pietsch/ Krznrcik 10SSMain St - Toluca, Ill 813Gg 816~452'2345'oe|oagadtekooh.com Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 0108/2018 ___. I ������/�mk�� < System Breakdown ( U-Value Item Name /SHGC Net Area Htg. HTM. C|g. HTM Sens. Htg. Sens. CkJ, Lat. Cl:. Total Ckz Construction Systemi__---- _-------------- ---------- ---------------- --------- �� ----------------�� �-- __- 2132 200 2332 --- ----------- ------- ------ Floor O�O2 R5O 1�8� 1�3Q O 0 0 8meeme,dF|oor(2ft+ 8e1owGradm)|NAIN/\INAINo |nsu|oUonlAoyF{oorCovehng|33feaINA North ll O. }S---'- 35 ---'-------------94------------------------'---------'--- 7.29 255 68 0 68 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-13 Open CellINoneINAISicling or StuccolNA East Wall 0.09 38 7.29 1.95 277 74 0 74 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-13 Open CellINoneINAISiding or StuccolNA South Wall 0.09 35 7.29 1.94 255 68 0 68 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-13 Open Ca|UNoneINAISiding or StuccolNA West Wall 0.09 38 7.29 _ ______ 1.95 277 74 0 74 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-13 Open CellINoneINAISiding or StuccolNA North Wall 0.056 295.5 4.536 1----'-----'C34O------O--------0-----'--------- Basement VVaUINA|EightInch Brick, Stone orConcrete VVoU|NoFnsmingINA|R-W 'To ��_ ^ ^ -^_ft ~_ ____ 75 C1earl2PaneUWonno|Window _- __-'__ East Wall 0.056 342 4.536 1551 0 Q __ __U Basement WallINAIEight Inch Brick, Stone or Concrete WallINo FramingINAIR-8-To ^— — -^- 8oun�------------------- -~ -- ----------------------Wall 0.056 315 4.536 H--------- ---- 0--- - - - 0 Basement WallNAEight Inch Brick, Stone or Concrete WaUINoFranhlg/NAJR-8 -To FloorINAjBlockpft West Wall 0.056 324.5 4.536 1472 0 0 0 � ------------ ---------- ----------'— BamementVVaU/NAIBght/nohBhck. StoneorConnreteVVmU|NoFnamingINAIR-8'To gchl8ft Window-60x42 0.28/0,2 17.5 22/�(-------------------------- -- 22.23 397 389 0 389 Adtek AccuLoad Report Version 7.0.1 Page 3 Adtek Software Co Pietschl Krznarcik 1OSGMain St'Toluca, II! 813G9 815-452-2345 'aa!wm@adtwksoft.omm Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 01108/2018 C|eod2Pana|Nonna|Window F��|Fk�r------------------------� --------------' ------- -------------'---------- ----�-- 3400 b 3400 South _l 0.065 303.31 5.265 0.99 1597 300 0 300 Frame VVa|KParUbonINAINAyWoudIR-21|Nonm|NAISk]mgmr8tuocolNA Window-42x20 0.28/0.22 0 -----------' 5.84 22.68 14.2 133 83 83 C|ead2PanelNorma|Window Window-42x20 0.28/0.22 5.84 22.68 14.2 133 83 0 83 Clemd2Pone|NormoWindow West Wall 0.065 268.5 5.265 0.99 1414 _ _____ 7 0 267 Frame Wa||/PaditionINAINAIVVmodIR'211Nmne|NAISidinQor@tuccoINA Door-36x84 0.35 21 28.35 9.1 595 191 0 191 MetallPolystyreneCone|No8bonn Door-36x84 �-- 0.35 21 28.35 9.1 595 191 0 191 ---' yNeto||PolymtyneneConelNoStorm Window-12x84 0.28/0.2 7-- ----- - '---------- -- --- 22.68 22.29 159 156 0 156 Clear12PonejNonna|Window Window-12x84 0.28/0.2 7 __ 22.68 22.29 159 156 0 -156 C|emrl2PanelNorma| Window Window-60x42 0.28/0.2 17.5 22.68 22.23 397 389 0 389 ClearI2 PaneNormal Window East--------Wall --------------'---j65'-----------5.26S'---------------1--'-------7------�---------------' 249.5 0.99 314 Frame VVa|KPartition|NA|NAJVVood|R'211NoneINAJ8idingnrStucco|NA Window-36X42 0.28/0.22 -10.522/6824-1 _ __ 238 253 0 253 C|eor12 PaneiNonna|VVindmm Wi 0.27/0.23------------_'87 _2 ___ ____________ 21 459 523 o 523 C|aad% PanelNonna|Window VVindpw-36x84------ - --- 523 0 ---- 523 Adtek AccuLoad Report Version 7.0.1 Page 4 � Ad% k =oT���� Co� PietscNKrznarcik 105 S Main St - To|una, Ill 61369 05-452-2345 -soft,cmm Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 01/08/2018 ` Cleor29onelNonna[Window Window-96x60 ' 0.28/0.22 40 22.68 24.1 907 964 d" 964 C|aar|2Pone|Nonna|Window East Wall -----'--- ---'---------- ' 0.09 38 7.29 1.95 277 7 4 Frame Wall/Partition (Spray Foam)INA1NAIWood1R-13 Open Cell1None1NAISiding or StuccolNA West Wall -----------�---------------------'-'-------' ---------------- -----' � 0.09 38 7.29 1.95 277 74 74 Frame Wall/Partition (Spray Foam)INAINAIWood1R-13 Open Cell1NoneINAISiding or StuccolNA _ 0 —South Wall 0.09 35 7.29 1.94 255 68 Frame Wall/Partition (Spray Foam)INAINAIWood1R-13 Open Cell1NoneINAISiding or Stucoo1NA Frame Wall/Partition (Spray Foam)INAINAJW0OdIR-13 Open CeU/NoneIYV4d8idinQ or StuccolNA -------------------------- ----`-----`--- --- -- --^--- ^ North Wall 0.085 315 5.265 0.09 1658 313 0 313 Frame VVa(KPartiUonINAJNAIVVocd1R'211NoneIN/USidingox8tucooUNA Second Floor 0 1150 1000 2150 Ceiling 0.02----1�----�----'--�----'------------------- ------' 102 1.62 0.8 1785 882 0 882 Ceiling under FHA Vented Attic or Attic Knee Wall, With Radiant BarrierlAsphalt Shinglespark, FR( Heavy Bold Color1R-50 insulation F| —'----'--------^------ ---- Floor U�O3 1O5 2�43 0 0 0 0 Floor Over Open Crawl Space or GarageINA1PassivelNAIR-38 boardlAny Floor CoveringINA1NA East Wall _ 0.065 235.25 5.265 0.99 1239 233 0 23_3 Frame WalKPmrUtkonINAJNAIVVood1R-211NoneHNA]8idingor81uccolNA ___ Window-30x42 0.25/0.21 8.75 20.25 22.74 177 199 0 199 Low-e (O.3O)12Pane (O.1O) Surface 31Nonne|Window Window-60x48 0.25/0.21 20 20.25 22,8 405 456 0 ---��� Lnw-e(O.2O)/2Pmna (O.1O) 8urfece31Norma|VVindow Window-96X60 0.25/0.21 U25K}.21 4D 20.25 22.8 810 912 0 912 Lov-e (O.%0))2Pane (O.1O)Surface 31Nonna|Window South Wall 0.065 248 5.265 0. --------------(j99 1306 246 246 Adte# AucuLoadReport Version 7.D.1 Page 5 Adtek SoftwareCo~~ pietsch/ Krznaruh 1OSSMain St 'Toluca, III 613GS 815'462~2345 'saiam@adtoksoft.onm Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-002 Date: 01/08/2018 Frame VVoU/PortitionINAINA!VVood1R'211None1NAI@idingorStucoolN8 Window-48x72 0. -----24--------------14.--�-----564---------�-------- ------------� 23.49 25 342 0 342 Low-e (0.20)12 Pane (O.10) Surface 3!Norma|Window North Wall---------'-----------------�--------5 --------------'------- ----- -- --� 0.065 260 0.99 1369 257 257 Frame VVa|VPortition/NAINAIVVood1R'211NomeINAIGidingorStucooINA Window-3$x48------ ----�-------- ------7---------------------------------------8j---- 0.25/0.21 12 20.25 .17 243 86 0 Low-a(0.2O)12Pane (U.1O) Surface 31Normm|Window West Wall 0.065 272 5.265 1 1432 271 271 Frame VVaU/PorUUnnINAINAIVVood1R'211NoneIN/QGidingorGtu000lN/\ Window-24x30------ ----'-------'19--- 5------------------------------------------------ 20.25 21 101 105 0 105 Low'e (0.2U){2Pane(O]O) Surface 31Nonna|Window Window-24x42 0.25/019 720.25 21 142 147 0 - 147 Low-o (Q.28);lPane (O.1O) Surface 31Norma<Window VVindow-68x48------ ------------0.28/0.22 20 22.68 24.1 454 482 0 482 ClearI2 PanelNormal Window Adtek Software Co Pietsch/ Krznarcik 105 S Main St - Toluca, Ill 61369 815-452-2345 -sales@adteksoft.com Eagan, MN Sales Consultant: Thom Mengenhauser Job#: 18-003 Date: 01/08/2018 System I CFM Duct sizes and velocities based on settings selected in the setup screen. *Duct sizes calculated using this CFM. Winter Summer Winter Summer Return Supply Calculated Calculated System System Item Name Velocity RA Duct Size Velocity SA Duct Size CFM CFM CFM CFM System I 0 0 807 963 0 .0 Basement 0 0 213 161 0 .0 First Floor 0 0 318 473 0 *0 Second Floor 0 0 277 329 0 *0 Adtek AccuLoad Report Version 7.0.1 Page 7 ,!,,,, keu,..:;':Air 0...-123.,nt.it,;-fcr Exirsur.1Aces in Cr-ive,ling.:1.4r111:5 f.V.i. I.IT.PLE•APPI:-. 15.C.F.3'";:77A77 '•;,. ', •C'-!•:i 3 0";..F.M.:.•;L:77PL.F..Fi:',,..•;',i- f •Ct.',a A'f',:i-Os:S.P..1-,F.F.):-.O.:,...1.1..,1 il‘F.E.;s:'.7.403Pi4E.R.I.O=.1•LY l• -', CE QR.••,. U•111P'''...E ROWER.Vi7-..N7'1 ASF1•• •••r`;.42•PL.ii.A.?'•4:i•C.F.S.A...1••;; ••1'?...i70.1 Cii....',,,3 C Cii. VE.1.71.5.D GAS.OR ...OR.•:-.,•,:•74..F.CT VFNIT APR:,:-:.••••1N•t'...i..3 OR P,77.-1,1-..i1"-F fii-i.7 OF,O-f.P.E,....7. ..:• )•!...IFF,..,-.;,4.!-•,,,'.7...-:ore.'CAS ••:,, ii.PFLIS-•.;'...iCa'S OF,30•;:.:11.:).F;;;I::-.1, -•,E '.. 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I/Complete vented coin-ihustlon a7:7"ance infr.,..-nr.=tich. urharelBoiler: nraft ricr..;.".; Far„Assisted )4- D!rect Vent lnciut: \lot fe.n ass.lsted; g:Rower Vent 422 cei:- Etuthr iater He.acer: r,raft-i--Socri )( Fan ssiste-ci Direct',len: :hinut: t fan 2.5stet) &P.-3We:"Vent .32,‘''''i' aIl _ , _ .,.,......._ , .. , .._ . . ::$1",::..0ate the vire of the Corn Oustich Apolence Space fa.A..S2,contalnIng ocrnbustlori apaces. -,.. CS in.,odes al'spaces connecte./if to ore another code compliant openings. --,-2/:,..,..,:if.. fl-,e, /yett:-7$ /:zete.rmin r.-Air:h - s r../=7 7iCk:7-',,, .=.10--H':•1 Iefault A.C././va.lues.have Oesin Incorporate:into Table E-1 fo 7 -4.2/4,KAiR Method',. '1.";the :•:1.11 ..ii CO:-...S.;,:ruL.,.J01 or 4k/...ni Isnot n CIli, Lse me:chc os:2-4,artocro rne ,, ...4c4 . -:Determ:ne Reou:hez1 Vome tor Cmpst.c./n:4...f7. :,':::Z=7;.•::;=!-4 l'it4t.-h.,3"': t.a..Etll,r:ncut of el!ccrh.bu _ior-i appll-ances irit: >C;,Ct"- ..'''' 3%.1/h1-1, O.'4,77 CO JNT DIRF_C..74';'N/T AP K.IANCF.i.z" I. a Stehderd 7.,ile.t/nioci coit.imn in Taltie F.-1 to flnd Total Required"//c/urne T7F,';',.- 77,,v... J„i-e,e," ftz1 aAs-,,i ..,;,.-..:-.. *.''..'T.0,7.-:Step 2:-Is greater than TRV then n outd037 opehings are needed. i 2-A-:::'-i-c!:.:rile lfrom Ste d 2; is less than 7:.i.%;theh go 73 rEP 5 $ I.KAIR.,?,1thod tai 3turnir Inout cf as.fen-essisted and ower veint acc'../ance_s '..-/NC.,7 CCLNT DiRECT'vF.I.NTAFFi_,A's:CES) /notit: .Stufhri a -As : Appilances cc. -- in Tate:-:tc f/rd 1 Vo:. ne Fan Asssted lR,',,E:A:/. FVFA: Inputof al!nor.-fir:/n-assiste.d.2 Z'.,:oilances -. „. Input: btu:nri No -Fan-Assisted Apollances column"h.7aloie E-1 to ce Non-F-an-Assss.,O,:F.V1:-.4A", ariNFA: ftsi :a:Required,,rolurre t,TIR'.i:=R.14,-RA.-..Rv'NFA R.,/i= ÷ - IAS Volume-rh,";rorr,Step 2 Is greater then T.Ft.',/,then 73 C..2trOC7.".4:".3e.n3rili are needed. AS Voiurn e i'l-hc.-.rr Step''-';':f.t less than TR i then eci to STET-';, $ Cei3J2,7.e-':':le retO of available intenoh vol/./me to the totaj 7e 'Z.:: IC =r.AS Vciurne .:F70.7-r,Step,2.)divided by 7Rt:,,from Stec.4= ..i.cr Stec 4::',/ Ratio= 4, .' .:2C4'4› .,2J Cal,:u/site Rec/:_cton FriCtCr:RF',/. cat e s",hge r.2utdcor ccening as l'..aii corndustion alr Is a., 3:J - -',put OfEL Combust:on A/7,3Pa nc.es in the same CS ,,'E.l,tiCrll:F."'DIR.:7-C7 VENT..5 'in2i..1:: 50 4.tiui,$:;' StufhrlI busition.Air i.'-', enIng i.`,.e:e(,CIL.O.:1. : a Ec.tb/hr divided by 300,::3t 'r per in2 '‘...-Ac...4.= ot,e, 13002 En..il -per ir/2$:/t",i/o/ 7 tri21 Ceicu/ste i-v•ilni/T'Urn CACA. irriLrn C.-_ACA=C4.04 mu ftiplied by RF l7,,,l'Inirri,$m CACA= /4,...;'‘6,/ x 4 7i, =. /2. / 2alou'iate CionhOustion kr Open':ng D's meter A.C.Di yr:2=1.1.2 muitiplied by thl.---..square root of l',,lrinrn.Lim CAOA. cAo,-.)=1.13 Minimum CACA ........ .„—,...... ed.ACH.car be deter-7j nedsir4=/-.L.SHRAE:calcL:laiffc-n or blower Poor teat.PC1OW 3 rc,.cec(Ires.-/n.Section 1.._1=3, '.. .- L," Fi -e VELkTN REQUIRENiE! 7.3 E UBES,S.-Z'7.-100NIS = Ci.ta=.1 155:7E 7.; -4,2;73 55_4 2.351;i7 - - the i-:.aser.ria-,`,t spaces. 2. ;-.:co-ho,tt e-xo.eets EC:D:2 rats, 7he rhefrahl:?:.' t..:2,aiver:t;'.:af.r.l.r. rate. a,,,'era,ze ha,.Jr ao:orriahoe 2, or E:..-..'..Tat7o,h bea-at:; C'7 the Z23":_e: 'o:,ase-oertt h-c spaces. a-7f 7Ete .02 3.1 f:7•...;7t-er = vehyt:ricr .Ahhoo...;h7.7",..-.;:e; I tiO 11/19 EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development TWIN VIEW MANOR Lot Number 11 Block Number 5 Address 4834 Richard Lane. Builder Pietsch Builders Phone Number: Contact: Tree Protection Requirements: X Tree Protection Fencing Needs to be Installed on Site per plan Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to attached documents for details) No EAGAN FORESTRY DIVISION Additional Notes: REVIEWED BY L i O H:\ghove\2013file\treepres\Tree Preservation Plan Twin View Manor Lot 11&DATE `I; n a O m o r 1 tyy _ O tD s0g° ° _ u+-�-C•#�Dp®0y®E9©■0• k,o. 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Le, '4!'g 999.3 999.4 ` O N O`� g 1 001.1 - \ 1002.5 / a c ..- �.. , X — x �—` // m 3 2� gR _ -_.�2 --- - / K ,00 / Jji ' ' 1♦ �1°10'18E oa 6.,.....2_ // 3 a .�� 110.0 / / P flit ! 1411W -AZZ -, . o 0 / ____- 10 0. 2 ag r $ p �_ z I 8 ,_3 v �S , p0 . `r "'- CO o""0 g 3 , r ie O ji r' °ami — o / o wo tp o ' Dm —1«re— _ —� o •$ oNi� —9 p w�� �it . / 4=7 A 1010.34 CO i 0)i 9-- r I.� g. y° I 0o -LI. =• 5p, 21.50 N X :" Im� o 8 , 8 t �• 1 WI / Io* A 1 s w$~ ; I IOi°, A y LOOKOUTPOR u ^� o o' o J // yy'mo 1010 '_ 1 Pi ` . 7.57 i AGRAGE b N' / sO rt D SX-6 o° O 'a Im 3 DROP-4Ff.478 oo / _pO O 6 00g _ (L '' � —Jo oma' o nym op"Io1z-oo �_� tai o / N z4oz 1 R - , ' ° PROPOSED R3 --- rnGI _ o co 3Em ,Ti 0 r HOUSE _ . �2 D ° c .37 85" Joo ^ 4 F1 AQ ° 0I x o O /'( --- p ,.lon Ya a. c m a 2.2- -. A 0 0 °p T,/ Z v I _ YO A A / A 6.\I Cn m ,-. c ' 1 16: 2.5% 2.5%101 X. — .�0-011� , —-1 at ,— — ^^ (1(12.0) (101��.-- o _.� N' --Ima_ 47 C n ,..c iv C _ 0 fl1 ..\\.....— 020, 6 / i ° o rn 4 a iA CO I / - 1022.+. v ,/ LOT 11 E3 i. iiS nN A z / DRAINAGE* N — o q 1' UTILITY EASEMENT n A_,. N A CL P N _ • 1077.-- !0 snEc i - - y , N0) N01°10'18"E pmt-aw N 7 , I i i 1T ♦% -----AAI O • 76, LOT SURVEY CHECKLIST FOR RESIDENTIAL " /Y G 5 i pBjUIILDING PERMIT APPLICATION PROPERTY LEGAL: 14 1,_j I I) RkcDs '1i 'n DATE OF SURVEY: 1-4-18 LATEST REVISION: V O z 4 DOCUMENT STANDARDS .ef ❑ ❑ • Registered Land Surveyor signature and company aS 0 ❑ • Building Permit Applicant jig 0 0 • Legal description $ ❑ ❑ • Address -SP1 ❑ ❑ • North arrow and scale .8 ❑ 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) M' ❑ ❑ • Directional drainage arrows with slope/gradient% ,er ❑ ❑ • Proposed/existing sewer and water services&invert elevation ( ❑ ❑ • Street name ,O 0 ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) •d ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing 2f ❑ ❑ • Property corners • ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ,1‘ ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ /1 ❑ • Waterways(pond,stream,etc.) Proposed ❑ ❑ • Garage floor ' ❑ ❑ • Basement floor R' ❑ ❑ • Lowest exposed elevation(walkout/window) ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation Y • PRV Required PONDING AREA(if applicable) ❑ ❑ • Easement line ❑ ji ❑ • NWL ❑ 7 ❑ • HWL ❑ ❑ • Pond#designation ❑ ,I ❑ • Emergency Overflow Elevation ❑ g ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions / ❑ ❑ • Right-of-way and street width(to back of curb) )2' ❑ ❑ • 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* .• rd set'ack of adjacent existing structures fid' ❑ ❑ • Retaining wall requirements: Reviewed By: • Date /--//--/c G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 HI-L I.--- -- - -- -- - D �. i i i i I cn 1 . • -� iii 1 Z in and N 3„81,,01.°I-ON N N a 0 E - pINO (O l9 w iN O O e ° ' O 0 OH cel N M Z O < ___ / •-- �! 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Y 0 0 0 0 z Q o O dol I �ZV o Z m o boil W C'S13zatn4.11.19.1 Krymarcek B1-2 joist cats 3-26-18 lanBeanagiine 4.1(.19.1 naaaialsvaabaie1503 - 4:23pm 1C-A/11 ll`. /4'7G if -3Y Ricmiliza)S G.N 1 of 1 Member Data Description: Member Type:Girder Application:Fbor RECEIVED Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous MAR 2 8 anti Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 5.6 PLF Filename:Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 16' 0.00" 40 15 Live 'I` '(` / / 16 0 0 O CD / / 16 0 0 Bearings and Reactions Location T MaterialInput Min Gravity Gravity Type Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.750" 893# — 2 16' 0.000" Wall Steel N/A 1.750" 893# — • Maximum Load Case Reactions Used fa qtMn>9 port las(a Ire )to canna mentars Live Dead 1 646# 247# 2 646# 247# _ Design spans 16'1.750" Product: 11 7/8"TJI 210 joist 2 ply PASSES DESIGN CHECKS Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3604.# 7590.# 47% 8' Total Load D+L Shear 893.# 3310.# 26% 0' Total Load D+L , TL Deflection 0.3008" 0.8073" L/644 8' Total Load D+L LL Deflection 0.2176" 0.5382" U890 8' Total Load L i Control:Po&Moment DOLs:Live=100%Snov°115%Roof=125%Wind=160% Manufacturer's installation guide MUST be consulted for multi-plyoonnedipn details and alternatives Ai acc1la canes ae tra maks d tter nslateeomBs Ccgrtigt(C)2)13 ty Simko alum-Tie Camay Inc:.ALL RIGHTS REJtRVED. "IT,rgs dared a are the manta liar Rist.ran agrtr anal an IIi cranial mars:trk edrag,alterialor Lmt taking Corritua.ad Sans Kiri,a tti shed.The .raa=...,trie,wri�+.d..�:.an h q:rma1.T) A.Wa,�..nx pack.rddoum....,,6e to nb oo.�.iai,.cr sa mw.,itac awl dna 6e"?nrz�i tN a waled .I FLOOR DETAILS RECEIVED AU.JOIST MAR 28 ?i Filler and Backer Block Sizes Tii® 110 210 230 or 360 360 560 5600 Depth 9'h"-111/8" 14"-16 91/2"-11W 14"-16" 9W-117/e" 14"-16" 18"-20" 11/ 14"-16" 18"-20" 22"-24" Filler Block))) 2x6 2x8 2x6+%a" 2x8+3" 2x6+1/2' 2x8+12" 2x12+/" Two Two Two Four'i"x 15" (Detail N2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Cantilever Filler 2x6 2x10 2x6+3/e" 2x10+3/e" 2x6+'h" 2x10+/" Not (Detail E4) 4'-0"long 6'-0"long sheathing, sheathing, sheathing, sheathing, applicable Not applicable 4'-0"long 6'-0"long 4'-0"long 6'-0"long Backer Block)) "/e"or 3/a"or%/ %a"or 1"net 2x6 2x8 2x12 Two 34"x 15" (Detail Fl or 112) sheathing Nail Size Filler 10d(0.128"x 3") 16d(0.135"x 3's") Backer 10d(0.128"x 3") Nail Filler 10(15 for multi-famil applications) 15 one side 10(15 for multi-family)each side 15 each side 25 each side Quantityi2) Backer y Pp 15 I 10(15 for multi-family) 15 15 (1) If necessary,increase filler and backer block height for face mount hangers and maintain Vs gap at top of joist.See detail Won page 27.Filler and backer block dimensions should accommodate required nailing without splitting.The suggested minimum length is 24"for filler and 12"for backer blocks. (2) Clinch nails when possible. :acker block:Install tight to top flange(tight to bottom flange with face mount hangers).Attach per � Nails Installed on the Narrow Face table above. /1® B a c ker block both sides of web with Closest On Center Spacing per Row �I•� single Tr joist Nail Size lr/e"Tl®Rim Boardili TimberStrand LSL 1%" ( 1/" O. r' ,r 8d(0.113"or 0.131"x 21'), ,."/ �24 10d(0.128"x 3"),12d(0.128"x 3%") 6" 4" 3" .' 7/0000'. I; 10d(0.148"x 3"),12d(0.148"x 3%") 6" 4" 3" 16d(0.162"x 3W') 16"1' 6"13'c 6")3; Filler block:Attach a/ per table above. (1)1'/e"Tim Rim Board is allowed with joist depths 5 16"only. (2)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 11/4" (to minimize splitting). (3)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1'k" Ilk With top mount hangers,backer block required only for downward loads (to minimize splitting), litillillexceeding 250 lbs or for uplift conditions •To minimize splitting,maintain edge distance and row spacing of 21/2 x nail diameter or Jae", whichever is greater.Multiple rows must be staggered and equally spaced from the centerline — ofthenarrowfaceaxis. Web Stiffener Attachment • 14 gauge staples may be substituted for 8d(0.113"x 21")nails if minimum penetration of I"is achieved. Gap: /'/fi minimum ——1 23/"maximum Vertical Load Transfer at BearingNailing: 1"for TJI®110-360 joists; See table below Rim Board or Allowable Uniform Concentrated 1%2"for TIP560 and 5600 joists Blocking Material Depth Vertical Load(PLF) Load(lbs) j Web stiffener Tile 110,210,230,360,560 91/2"-16" 2,100 L both sides: 111®360 1,550 v \See sizes below Til®560 18"-20" 1,550 Tight fit Tile 5600 2,25011 TJI®5600(blocking only) 22"-24" 1,700)1) 9)/i',11W' 4.86032) 11/4"Tl®Rim Board or blocking 14" 4.570 3,400 Web Stiffener Requirements 16" 4,000 TIP® Depth Minimum Web Nail Type #of Nails 9%i'-14" 5,4002) (in.) Stiffener Size End Int. 1/"TimberStrand®LSL 16" 5,000 3 760 110 All "x 2/e") 3 3 18" 4,340 210 All %"x 2s/6"u) 8d(0.113"x 21") 3 3 20" 3,700 230,360 All A"x 2516")0 3 3 9W'-16" 6,48012) 560 AU 204)) 16d(0.135"x 31/2") 3 3 18" 6,380 18" 4 4 11"TimberStrande LSL 20" 5,740 4.520 20"5600 2x4,'- 16d(0.135"x 3'/s") 5 5 22" 5,070 22"l6 11 24" 4.440 24"1i) 6 13 (1)Capacity is based on calculation (I) PSI or PS2 sheathing,face grain vertical (2)Capacity is limited to a maximum of 360 psi per ASTM D7672 (2) Construction grade or better • Loads shall not be increased for duration of load. . (3)Web stiffeners are always required for 22"and 24"'Elle 56014 joists. Also see nailing requirements on page 24 Trus Joists TJF,'Joist Specifier's Guide TJ-4000 I November 2017 27 :4t GreenSeat LLC Certificate of Completion Duct Sealing Performed For: 800 Welter, Heating Company 4834 Richaed Lane Eagan, MN 55122 61 Ln Overall Sealing Results .7 400 When we arrived, -14 YOUR DUCTS HAD: 672.1 CFM of Leakage, equivalent to a 127.0 Square Inch Hole 200 This equals 403.3 refrigerators full of airloss every hour. After we finished, YOUR DUCTS HAVE: 0 10 20 30 40 50 60 15.3 CFM of Leakage, equivalent to a Sealing Tim in Minutes 2.9 Square Inch Hole This corresponds to a 97.7% Reduction in Aeroseal Technician Eric Duct Leakage. Aeroseal Case ID 3249 Date of Seal 4/13/2018 Note: Duct Leakage results are calculated in Cubic System Description Forced Air Upflow Feet per Minute (CFM) measured at a standard OPERATING PRESSURE of 25 Pa. Seal Description New Construction System Seal Hardware Gen2 AEROSEAL. Duct Sealing Performed By: EDLict Seallrig. Frcam The Ir'side GreenSeal 10 Magnolia Ln N Plymouth, MN 55441 Phone: 612-208-2111 Voigt & Associates, Inc. ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN,MN 55122 PH.(651)686-7727 FAX.(651)686-8444 Doug Pietsch May 6,2018 Pietsch Builders,Inc. 10633 165th Street West Lakeville,MN 55044 952.898.3044 RE: Krznarcik residence at 4834 Richard Lane,EaEan,MN Dear Mr.Pietsch: The bracing requirements of the Minnesota State Building Code are based on prescriptive(typical)construction techniques and materials. For structural fiberboard,a 1-1/4"long roofing nail(.120)cited by code to be installed at 3"on center at the perimeter of the panels and 6"on center at the intermediate framing. Your framers used 16 ga staples with 7/16"crowns and 1-3/4"legs. ESR 1539 is the code report for the power fastener industry and provides lateral shear values for conventional nails and for other power driven fasteners like staples. As noted in Table 9 of ESR 1539,a 16 ga staple with a minimum of 1-1/2"leg at 3"on center at the panel perimeter has a lateral capacity sufficient to satisfy the prescriptive requirements of bracing. A 16 ga X 7/16"crown X 1-3/4"leg staple installed at 3"centers at the perimeter and 6"in the field of the fiberboard sheathing is an acceptable alternate to the roofing nails at 3"perimeter and 6"field attachment cited by the Minnesota State Building Code for bracing attachment of fiberboard sheathing. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee.Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, Pte. W. v I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 5/6/18 License Number 20705 ki zr3ii itie iiAtA h'41 1.1 RECEIVEG 313'-0" I dIcalL AC /6/7C69 131" T-11" f -114144-3401g WO PATIO 5LDR 010 x 5/0 __I —...wg=----1 _ 4 ---,•,-()- 41.,\ 2-41 in.LVL--1 4 RECEIVED ir b A—sk 4 JUN 1 8 Mil DEVA-(1-4 5Z..2r . 1 § DINING w LAM C 't PIP w/STONE PAGE MANTLE ig:.50" ‘n I VERIFY DESIGN w/sous PEVISEDI _ n. 14--12BL LVL CII-1 1/6" R.G.H. r- Z 253 .c5A5 ri''' a : ? FAMILY . A 4) •- , CARPET 3'-4" it, 2'-11" , 2-6" I I r HE NEINEL POST L-- n 1.4 :1' •' SOFFIT 10"TREA L x • BATH,--Th I- 1bR b en VINYL _} 2/4 PKT • • 2-11 F "i/O'LVL I 1 in FLUSH I ._• _T_ _ _/ 1-- OW i N....., , 2. I to DN—R. .. t? . " 2'-.1" 216 I , xt r ArAir ee ,s t- "It \ For this wall line, install interior ... V gypsum wallboard with blocking at / all horizontal joints and 4"" OC ,--- . 2 In L) t 7 11. fastening at all ends and edges. _ ( / • 1—F ;74-- il--k I 5/L STEP 5liii /1. 12"CANT.ABOVE . I in § PORCH N--(= 2* --N1/4 - VOL 5)0o x Sib i— 0/4"DECK BD's _, . 6.-0" &'-O" 5' , dr3" Jr 3'-cl" 2-1 1/4"LVL 1 ON \1/4_16-x16-x42"FRAMED BASE MIRAPPED IN STONE FRAMED COLUMN ABOVE /2'-0" § :n Zo 1r NN",.. Sb(ti)RAIL tut SPINDLES 40G.(max) 5P-2z p. , 2 01 ..... / 124" / 71 1 w c FLOOR r--,F.-- , , i r-r, RE::: i it./ 1.1.sll 4"=l'-0" iiBY i1712 DATE: BUILDING Ii4,-)r-IG IIONS DIVISION O m mt O m co 55 m O N ' N N 0 o T� Z 00 E y N *, _> W o � mT° ° CV 4 N 217-430 o 0 tC U J 0 m + I- .- coV J N C-) W liii . 3 o o- o o < a TGC C o w ` O W C C ap ✓ n O C y O - O ..6- .o r (.9 T 3 N O 7 u ,c2 CA O V-`1 'XVII ,0-,zl moo...—. C tG� o o la goo M30V3H A0 d01 01 - m g d N N O 'XVII .0-.0L l-� .0-. 1H013H 'XVII �— U v) O�� p�4�v��v�t.4��444. �ri�^!ice t�i��:�! 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W m (A _OIJ a QWW > q# ;c1" Q ' a .1-1 I C./C--k fni 1 .�. .4"--/r ESR-1539 I Most Widely Accepted and Trusted 8 ���a{j 18't 36 /y7GGot TABLE 8—ALLOWABLE SHEAR FOR WIND OR SEISMIC LOADING FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOIIbLAS FIR LAkCH OR SOUTHERN PINE AND RATED SHEATHING(plf)1.2,3,4,6,6a,e,9,10,11 MINIMUM NOMINAL FASTENER SEISMIC WIND LENGTH(inches) NOMINAL NAIL DIAMETER IPanels Fastener Spacing at Panel Edges(inches) Fastener Spacing at Panel Edges(inches) (inch)OR STAPLE GAGE Panels Applied Applied Over /2 inch Directly or$/6 inch 6 4 3 2 6 4 3 2 to Framing Gypsum Sheathing 3/8-inch Nominal Panel Thickness 0.148 smooth 2 — 220 320 410 530 305 445 575 740 — 21/2 260 380 490 640 365 530 685 895 2 — 220 320 410 530 305 445 575 740 0.135 smooth or deformed — 21/2 230 335 430 560 320 465 600 785 13/4 — 220 320 410 530 305 445 575 740 0.131 smooth or deformed — 21/4 200 300 390 510 280 420 545 715 13/4 — 185 270 345 450 260 375 485 625 0.120 smooth or deformed - - 21/2 170 255 330 430 235 355 460 605 13/4 — 200300 390 510 280 420 545 715 0.113 smooth or deformed - - 21/4 150 225 295 385 210 315 410 540 14, 15, 16 Gage 11/2 — 140 210 280 360 195 295 390 505 14,15, 16 Gage — 2 140 210 280 360 195 295 390 505 7/16-inch Nominal Panel Thickness 21/2 — 240 350 450 585 335 490 630 820 0.148 smooth - - 21/2 260 380 490 640 365 530 685 895 2 — 240 350 450 585 335 490 630 820 0.135 smooth or deformed — 21/2 230 335 435 565 320 465 605 790 2 — 240 350 450 585 (335 490 630 820 0.131 smooth or deformed — 2'/2 215 315 410 535 440 570 745 2 — 205 300 385 495 285 415 535 695 0.120 smooth or deformed — 2'/2 185 270 345 455 260 375 485 635 2 — 185 265 345 445 255 375 480 625 0.113 smooth or deformed — 21/2 165 240 310 405 230 335 435 570 14, 15, 16 Ga.. 1'!2 – 155 230 310 395 215 320 435 555 A.V. 14, 15, 1. age — 2 140 210 280 360 195 295 505 3. , '9/32-inch Nominal Panel Thickness 2 — 310 460 600 770 435 645 840 1075 0.148 smooth — 21/2 260 380 490 640 365 530 685 895 2 — 275 405 530 680 385 570 740 950 0.135 smooth or deformed — 21/2 230 335 430 565 320 465 605 790 2 — 260 380 490 - 640 365 530 685 895 0.131 smooth or deformed — 2'/2 215 315 410 535 305 440 570 745 2 — 220 325 420 545 310 450 585 765 0.120 smooth or deformed — 2'/2 185 270 350 455 260 375 490 635 2 — 200 290 375 490 280 405 525 685 0.113 smooth or deformed — 2112 165 245 315 410 235 340 440 575 14, 15,16 Gage 1'/2 — 170 255 335 430 240 355 470 600 14, 15, 16 Gage — 2 140 210 280 360 195 295 390 505 19/32-inch Nominal Panel Thickness 0.148 smooth 21/4 — 340 510 665 870 475 715 930 1215 0.135 smooth or deformed 21/4 — 300 450 590 • 770 420 635 825 1075 0.131 smooth or deformed 21/4 — 285 430 560 735 400 600 785 1025 0.120 smooth or deformed 21/4 — 245 370 485 635 345 520 675 885 0.113 smooth or deformed 2'/4 — 225 335 440 575 315 470 615 800 14, 15, 16 Gage 13/4 — 185 280 375 475 260 390 525 665 See page 14 for footnote explanations. ESR-1539 I Most Widely Accepted and Trusted Page 14 of 40 FOOTNOTE EXPLANATIONS FO TALES 7 AND 8 'For SI: 1 inch=25.4 mm, 1 plf= 14.6 N/m. JUN 1 8 2018 2Shear wall construction using nails must be in accordance with Section 4.3.6 and 4.3.7 of the 2015 and 2008 AWC/AF&PA Special Design Provisions for Wind and Seismic(SPDWS), and shear wall construction using staples must be in accordance with 2018 and 2015 IBC Table 2306.3(1)(similar for earlier codes),as applicable. 3Tabulated values are for short-time loading due to wind or seismic. The tabulated seismic values must be reduced by 37 percent and 44 percent for normal and permanent load duration, respectively. "The tabulated values are for fasteners installed in Douglas Fir-larch or Southern Pine. For framing of other species: (1) Find the assigned specific gravity for species of lumber(see Section A1.3) (2) For staples find shear value from Table 7(regardless of actual sheathing grade) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species. (3) For nails find shear value from the applicable table and multiply by the following Specific Gravity Adjustment Factor=[1 -(0.5—G)],where G=Assigned Specific Gravity of the framing lumber.This adjustment factor must not be greater than 1. 'Shear wall deflection must be determined in accordance with Section A3.0. 'Structural I and Rated Sheathing panels must comply with DOC PS1 or PS2. Install panels either horizontally or vertically.All panel edges must be backed by framing members. In structures assigned to Seismic Design category D, E, or F,where the allowable shear design value exceeds 350 plf, all framing members receiving edge nailing from abutting panels must not be less than a single 3-inch nominal member. Panel joint and sill plate nailing must be staggered in all cases. See Section 4.3.6.4 of SDPWS, or 2006 IBC Section 2305.3.11 for sill plate size and anchorage requirements, as applicable. "Space fasteners maximum 6 inches on center along intermediate framing members - Exception: When panel thickness is greater than 7/16-inch or studs are spaced less than 24 inches on center,space fasteners maximum 12 inches on center. "Nails must be bright or galvanized carbon steel,flat head nails denoted in Appendix B as meeting the head area ratio requirements for lateral force resisting assemblies.A deformed shank nail must have either a helical(screw)shank or an annular(ring) shank. Shear wall values for stainless steel nails are outside the scope of this report. 1DStaples must have a 7/16-inch minimum crown width and must be installed with their crown parallel to the long dimension of the framing members, and must be driven flush with the surface of the sheathing. "The values for 3/6-inch and'/16-inch panels applied directly to framing using nails may be increased to values shown for 15/32-inch-thick panels of the same panel grade, provided studs are spaced a maximum of 16 inches on center or panels are applied with long dimension across studs. lP - l7GGq RECEIVED Voigt & Associates, Inc. +r 4 8 2018 ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 — PAGAN MN 55122 PH.(651)686-7727 FAX.(651)686-8444 litI To whom it may concern June 15,2018 RE: Krznarcik residence at 4834 Richard Lane,Eagan,MN p tcl r t-, ` /4(160 It has come to my attention that there has been some confusion about the materials used to construct the house at the address above. Based on the approved plans(Section on page 2 of 5),I have been assessing the bracing requirements of this house assuming the use of method CS-SFB(continuous sheathing with structural fiberboard). Mr Pietsch informed me today that the house is continuously sheathed with OSB permitting method CS-WSP. This clarifies comments made by Tom Miklya about the fastener evaluation in fiberboard I provided a couple of weeks ago. Wood Structural Panels have greater bracing capacity than does Structural Fiberboard. I have recalculated the required bracing and was able to reduce the required bracing along Braced Wall Line 2. Please see braced wall line details in C-1.2,bracing wall plan update,BP-2.2 and half portal frame S2.2. The bracing requirements of the Minnesota State Building Code are based on prescriptive(typical)construction techniques and materials. For wood structural panels(OSB),a 2-1/2"long 8d Common nail(.131"dia.)is cited by code to be installed at 6"on center at the perimeter of the panels and 12"on center at the intermediate framing. Mr.Pietsch said his framers used 16 ga staples with 7/16"crowns and 1-3/4"legs to install the OSB wall sheathing with attachment at 3"on center at panel perimeter and 6"on center in the field. ESR 1539 is the code report for the power fastener industry and provides lateral shear values for conventional nails and for other power driven fasteners like staples. As noted in Table 8 of ESR 1539, 16 ga staples with a minimum of 1-1/2"leg at 3" on center at the panel perimeter has a lateral capacity greater than an 8d Common nail(minimum 2"penetration)with 6" perimeter nailing. A 16 ga X 7/16"crown X 1-3/4"leg staple installed at 3"centers at the perimeter and 6"in the field of the OSB sheathing is an acceptable alternate to the 8d Common nails cited by the Minnesota State Building Code for bracing attachment of OSB sheathing at 6"on center perimeter and 12"field nailing. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, PAWL W. v I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 6/15/18 License Number 20705 0 CO W o °- c o o f "' W of- w z Nin r3 N LU = a CA m = m p O to c_) Z _ll 0 V N N O 0� H � W = e ' Em o o W CC Md m p c OC I- % - O 3 5-0..-E O O pi z.°a c = m o w p W C C co O m O c 2 O O >42 O E N m t m • N V) 'XVII ,0-,Zl m •p c 'Ri P4 1130Y3H 40 d01 Ol _ E .a. N to p Y//+��i 'XVII .0-.o V1 ,0-.8 11-013H 'XVII ,/___ 1021 U :v . 11 . f e . t4�`6a -s,t.40!�t.464 % A.4.. � 4s+NA 7_ cii N g° H , U o 1:t2 W JV 1�W L¢ i R HH u0 ab Q Q U c O Z v) CY oz µ, Q Q 00 NwaZ H �,,// o ®j T6g< i, W Q N >. N,1 V I O m w _ U - -..,, m w o <" 1 z N d - — 3 0. W g_ n �t Z/ t c -� O = > rt w ':1."1:IVItAAN'"--.'41, tit;t111i12Ntl,p11=; A 8 6 1*--‘7.4;n4;***ANCO;i---V41.414a4+14i12 id Fc 2 • L \ •. W- Q l � Vti 4., z , v Cl [� yg'I egW1 ZrypCi 8 t £ O 44 o� a °°dR< �mffz" k'o� x6 . wa°y 06 tiaO V 3(n0 �F�ni�.. ��i N• SF 6 =P§' i¢ § �+ Eti C.) ^' Q § ,,t,/i ,.xz�Yv, LLigt 13 d aYi�rx A c Q o-4 1 � v �tW 0, ' -.?. 14 lila" VI oz N R, 4,...:7'`-':,,o,,,,:1 ;;:7% ("I', 4 � -tiSHEVm 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax:(651)675-5694 buildinginspectionsOcitvofeagan.com Address: 4834 Richard Lane Permit#: 147699 6/� /� p"'The following items were /were not completed at the Final Inspection on: 3 CP-i-5.5"e Complete Incomplete Comments Final grade - 6" from siding ✓ Permanent steps—Garage ✓ Permanent steps — Main Entry Permanent Driveway l/— Permanent /Permanent Gas V Retaining Wail or 3:1 Max Slope V Sod / Seeded Lawn ✓` f rp(20 seep ep Trail / Curb Damage V--- Porch Porch ✓ Lower Level Finish --- Deck V 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 potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: �o '� �y New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 4834 Richard Ln Eagan, Mn. Name of Residential Contractor MN License Number Pietsch Builders Inc. 2358 THERMAL ENVELOPE RADON CONTROL SYSTEM RECZEVED Type:Check AU That Apply x Passive(No Fan) riuuve ivrturtdn agtrrnunurrrerdr- o m or other system monitoring JAN 2 2 2010 F a Location(or future location)of Fan: T 3 c(I) (3- Attic 76 es oCa m a a V c z ate, V n ii #t 0 Insulation Location tY 2 O w m L' E E m v v CB w = m •r o l° c 00313 ti u Other Please Describe Here Below Entire Slab Foundation Wall R-10 x x outside of wall Perimeter of Slab on Grade Rim Joist(1st Floor) >13 Ilk x Installed on the inside Rim Joist(2nd Floor+) y3 x Installed on the inside Wall 21 x Ceding,flat 50 x Ceiling,vaulted 50 x Bay Windows or cantilevered areas 38 x Installed on the inside Floors over unconditioned area 38 x Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or CoolingDucts Outside -. Spaces Average U-Factor(excludes skylights and one door)U: 0..28 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SI-IGC). 0.22 MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type gas gas electric x Passive Manufacturer American Standard A.O.Smith American Standard Powered Interlocked with exhaust device. Model AUH1B060A936BA AGPVH50 4A7A3024 Describe: Input in 60,000 Capacity in 50 Output 2 Other,describe: BTUS: Gallons: in Tons: Rating or Size AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Caiculatil 44,798 24,016 24,016 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up fumace): Not required per mech.code Select Type x Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: x Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: See Below Location of duct or system: Balanced Ventilation capacity in cfms: Percentage timer.IAQ Stat. Location of fan(s),describe: 'All bathrooms Cfm's 6"Fie "round duct OR Capacity continuous ventilation rate in cfms: 70 CFM x Total ventilation(intermittent+continuous)rate in cfms: 140 CFM "metal duct Builders Associaton of Minnesota version 101014