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4844 Richard LaneCITY OF EAGAN Remarks Addition Tri.n View Manor Lot 12 pik 5 P , 10 78200 120 OwnerE-Qie.r L--- 111CtrlP?u. P. f1v,5 Street 4845 Eriks Blvd. ..? --;7 Eagan State MN 55 r: -C _.. -` ???l? ( f.?, :?- ?r? : Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING 5AM 5EW TRUNK 1976 1 •oa 13.00 15 Pa7.d dlSEWER LATERAL - WATERMAIN AJVATER LATERAL 1985 WATER AREA ? *Services 1985 STORM SEW TRK 1985 'ASTOFiM SEW LAT 1985 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONfJ. BUILOING PER. SAC PARK CLAIM VOQCHER CITY OF BAGAN CLAIMANT (,.;lJA f ,, ? ?7Oilop? /(//J? ADDRESS y6'ys G/?,{??J ' C? It/ tY 1194 5.5 , ; 8 74. 3a' v9003 /Ya, a3 ??=? CPJJ C?'tJ??(?c T7lJr7 10 /1 X c/O T /. IF2 dOT Ic? 6IOLt-- O T??M U„C? /7/IDAUv ----- /o - ;7fa00 -iaZ) - v ..r...?.r.......... ?.... .. f.". 'I declare under the penalties of law that this account, claim or demand is ju and that no part of it has been paid. Signature / Date ?al y11r1d;"4 Co?nc,7/hto?r?s FIN2:CLAIMS 0t49f14 ) abiOg, 37° (h- (1411'7 100.0 0 For Office Use AN � ,. • Permit#: / I O 3� O 7 • #z.r 51,04, _ tigri ______,-----k-\ 41 elcI3531 1_0,0. 0t Permit Fee: /l j 053. 70 / 6-,3- cFn d.-/e/—/ritj-cP. Date Received: I 7e 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 RECIE 17 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 vE® •Staff: ' ; buildinginspections(c�citvofeagan.com L FEB 14 201E (2018 RESIDENTIAL BUILDING PERMIT1APPLICATION Date: d O 1/ L Site Address: !ty �,?,A,� ,'& le Unit#: Name: L / 1, AlPhone: /o �� Rein p: ,.3Y w 7� SI. I s�.l�� /i4 s�— ( Address City/ /Zi �� u' Applicant is: x Owner /c Contractor/O/ifc: 7 /IP/DC* -6— 72111;? 1/11:1-64),;47 Description of work: A,-. LI. u, /- 2 = 3 � I1 ) Construction Cost: a a C _ Multi-Family Building: (Yes /No , ' Company: ;.� -../ / 6 Contact: �..IIIIITT � Address: �✓ 7(iAi t�,,4 �� Ca t aOtar . City: 7 / 7 State: 4 Zip: �5�3, Phone: (�� 0�p ��'iI Email: fa (A5-reel .,,- jchi ✓if-,M 4,01. ,�License#: w Lead Certificate#: 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 )(No If yes, date and address of master plan: -ie r %7-C/ j� (j Licensed Plumber: (/off Pt(45 Phone: 3020 l L 6' 'C Mechanical Contractor: /--vr� i--.L.,.)(6,14 Phone: F5 A 3/ .5Ol/ Sewer&Water Contractor: T, /ThzPhone: L,o2 Y- _C7C/C Fire Suppression Contractor Phone: /i NOTE Pias and upp i g documents that your dsidered to be pu c informatio �Por'tions off ,ororrx lire �� , .classified as non j ubiic i yop protide specific reason i would,permit the ��ttt concitrde t ) septets ]'t » _ r .. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the workwill 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 fora permit, and work is not to start withou`. permit; t t the work will be in accordan with the a proved plan in the case of work which requires a review and approval of./ns ' �• x L.6 //,-"jr I- x � �h �� � Applicant's Printed Na e (x.rewtI w deft aAppl ant' ign.ure vV71 U(ir[� L- ti K.1 Lt.-vex-y-(1 Lo_ _ 4 /Y '5 co DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) y 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 ,. LI9 er, 71.9. '"-= Occupancy J gc-- I MCES System Plan Review Code Edition pm Zv 15- SAC Units (25% 100% ) Zoning —► City Water Census Code Stories 2— Booster Pump #of Units Square Feet 1 3-7 r PRV #of Buildings Length 7 t( Fire Suppression Required Type of Construction if 3 Width V co REQUIRED INSPECTIONS 20 Footings(New Building) Meter Size: Footings(Deck) c Final/C.O. Required Footings(Addition) Final/No C.O. Required y Foundation X Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test t Roof: ) Ice &Water X Final Pool:_Footings _Air/Gas Tests _Final x Framing 30 Minutes X 1 Hour Drain Tile et, Fireplace: ?�' Rough In ?. Air Test > Final Siding:_Stucco Lath J Stone Lath _Brick_EFIS Insulation Windows X Sheathing / Retaining Wall: X Footings K Backfill i( Final " Sheetrock )e Radon Control Fire Walls Fire Suppression:_Rough In_Final y Braced Walls Erosion Control iC Shower Pan ,, Other: Reviewed By: r 0 v - jyy '//;/417111- , Building Inspector RESIDENTIAL FEES GA 5 e /O a t4 5f../4-1---. (q°'•9)) Base Fee s owe2 nfi /e��(crzct zoo s3.PT ('Co-a o) �. Surcharge ,r;,,,;xl+ei 12,,, S9• e j"(45:73) Plan Review L. wterz-/r,,c J JAF;. 514c) iZ 0 s9&37.7 , f?- (./ •5.) MCES SAC /nt9:� f/voz, /37 / fV • & 3 73) City SAC 2- o 7 e/dax is- 7 ci>f, ir C 1.c. 7 3) Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate Per NI 101 8 Building Certificate.A building certificate shall be posted in a permanently visible location inside the DAC Certificate Push"' building.. the certificate shall be completed by the builder and shall list information and values otcomponents listed in Table N1101.8. 21.18 Moiling Address of the Dwelling or Dwelling Toil Cine 4844 Richard Lane Eagan MN License Number GREENWOOD DESIGN BUILD,LLC BC629846 THERMAL ENVELOPE RADON SYSTEM Type:Check Ali That Apply X Passive(No I-an) ,.- c C 5 4? Active(With fan and nranomeler or l ofhes?vxhsm monitoring device) A V _ O u .7. r u v_ ii o a o •� `'7 d m m u ''�O vi 2 tCi V Insulation Location z T LL a _ o ai x F '" H .= Z XI 0 14 2 a ac a' Other Please Describe Here Below Entire Slab Foundation Wall 10 • X Exterior Perimeter of Slab on Grade — Rim Joist(l'nundation) 21 X Interior Rim Joist(1°Floor+) 21 X Interior Wall 21 X Fiberglass Batts Ceiling,flat 49 X ' Ceiling,vaulted 49 X Bay Windows or cantilevered areas 49 X Bonus room over garage I Describe other insulated areas • Windows&Doors .ting or Cooling Ducts Outside Conditioned Spaces Average tl-Factor(excludes skylights and one door)LI: 0.31 I Not applicable,all ducts located in conditioned space Solar I leaf Gain Coefficient(SHGC): 0.29 R-value MECHANICAL SYSTEMS rMake-143 Air Select a Type AppliancesHeating System Domestic Water Heater Cooling System Not required per meth.code 1 s Fuel Type Natural Gas Natural Gas Electric '• Passive Manufacturer eA.e'l o A /la Vs<7 If'/i/1 a)( Powered Int7 Gas ) ° /),/��� 17 ACA/0; Describecdwithexbaustdevice. Model �.!4�U���"►` © _I /I J� / MCA/0 / Describe: Input in C acity in Oto at in Rating or Size DTI IS: 7°°00 Gallons: `aQ 'Tuns: 3 //� Other,describe: Heat Loss. —cifOo Heat Gain: '} Location of duct or system: Structure's Calculated 3O v AFUE or SEER: 3 IISPF% q Calculated Efficiency ooling lead. �' � Cfui 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 +- n Mr Select a Type source heat pump with gas back-up furnace):E I?V P;,,4 p, Q'r^e;e,n r,?'�" i-fr'a j/' S E'4' Not required per meth.code Select Type a t 50% I iQ Passive I Heat Recover Ventilator(HECapacity in dins: Low: High. Y) Other,describe: X ,Energy Recover Ventilator(ERV)Capacity in dins: Low: al. 7d ✓l light - g y 0 Location of duct or system: Continuous exhausting I'an(s)rated caacity in efms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in clips 9(:7 "round duct OR Total ventilation(intermittent I continuous)rale in efms: f 80 "metal duct Created by BAM version 052009 T � Green Wood Design Build HVAC Load Calculations for McPherson Residence 4844 Richard Lane Eagan, MN RHvAcRESIDENTIAL. HVAC LOADS Prepared By: Randy Andrews Lofgren Heating&Air Cond. Apple Valley Friday, February 09,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 'es.=ereal MVAC t.. _ _ e flpm ®s 1�aF; a A31011.06' 17a E I r�-� ,mi_ — , l 00111 li 6� n - nWdod ® s• ihatdi�IM ' J ' aramiR iI ! aim ._._ 1114 1J-N i,�" iliDlltli(Ili 4400 Project Report '..7;i47". k=i -- _ Project Title: GreenWood Design Build Project Date: Friday, February 09, 2018 Project Comment: Client Name: McPherson Residence Client Address: 4844 Richard Lane Client City: Eagan, MN Company Name: Lofgren Heating&Air Cond. Company Representative: Randy Andrews Company City: Apple Valley Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 45 Degrees Elevation: 966 ft. Altitude Factor: 0.966 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 n/a n/a 72 n/a Summer: 88 71 44% 50% 75 24 Total Building Supply CFM: 1,565 CFM Per Square ft.: 0.367 Square ft. of Room Area: 4,266 Square ft. Per Ton: 1,285 Volume (ft3): 37,632 [®1-1:1*1 -r1 1121111fi Total Heating Required Including Ventilation Air: 59,002 Btuh 59.002 MBH Total Sensible Gain: 30,289 Btuh 77 % Total Latent Gain: 8,895 Btuh 23 % Total Cooling Required Including Ventilation Air: 39,184 Btuh 3.32 Tons(Based On 76% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09,2018, 2:55 PM RhvaRes�den 1" 'LEght Cm A 1.. 1, '°' �as •• i1 Mirt ,�r � i lu naso" i +55438tonf 8 `E� r et�W.. a �. �, '� A 7� i,P W • ', , �, •a i �j� .7.==.4N,',./•�W,Si ,as.�+nY ». ,; � 'i Iii i'�r1�e 3� Load Preview Report 1 Sys Sysl Sys Recl ft.21 Sen Lat Net. Sen Htg Clg Act Scope Ton` /Tonl Area Gain Gain i Gain: Loss; � � � CFM CFM CFM Building 3.321,285 4,266 30,289 8,895 39,184 59,002 1,132 1,565 1,565 System 1 3.32 1,285 4,266 30,289 8,895 39,184 59,002 1,132 1,565 1,565 Ventilation 365 1,373 1,738 4,879 Zone 1 4,266 29,924 7,522 37,446 54,123 1,132 1,565 1,565 1-Main Level 1,371 13,251 2,965 16,216 23,931 501 693 693 2-Lower Level 1,371 2,858 1,295 4,153 8,859 185 149 149 3-Upper Level 1,524 1 13,815 3,262 17,077 21,333 446 723 723 C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09, 2018, 2:55 PM Rh "e de" `i.:ss erda# p III t 1t So ® eon► lie inne4 2�lil •• el i3 f P'lli) _ I (11111111(4u1 ( 1 �1)��11'I 1 1 p d t s 71 (I� 1 err ' ge4 �t4 �bn, e ►� MSJ�� ; � „�61 �9 ����,,.- � "11 �l„ fit „1111r0.1770.7"::' Total Building Summar Loads Ara 010 rt -AV* Attila 1D-rf-o: Glazing-Double pane, operable window, 96 2,421 0 2,418 2,418 reflective, insulated fiberglass frame, u-value 0.29, SHGC 0.3 1D-rf-o: Glazing-Double pane, operable window, 158 4,261 0 5,057 5,057 reflective, insulated fiberglass frame, u-value 0.31, SHGC 0.3 1 D-rf-o: Glazing-Double pane, operable window, 42 1,060 0 1,451 1,451 reflective, insulated fiberglass frame, u-value 0.29, SHGC 0.33 1D-rf-o: Glazing-Double pane, operable window, 61 1,645 0 1,781 1,781 reflective, insulated fiberglass frame, u-value 0.31, SHGC 0.27 1 E-rf: Glazing-Double pane window,fixed sash, 32 752 0 769 769 reflective, insulated fiberglass frame, u-value 0.27, SHGC 0.22 1 D-rf-o: Glazing-Double pane, operable window, 13 328 0 376 376 reflective, insulated fiberglass frame, u-value 0.29, SHGC 0.27 1D-rf-o: Glazing-Double pane, operable window, 7 164 0 168 168 reflective, insulated fiberglass frame, u-value 0.27, SHGC 0.22 1D-rf-o: Glazing-Double pane, operable window, 14 365 0 250 250 reflective, insulated fiberglass frame, u-value 0.3, SHGC 0.3 1 D-rf-o: Glazing-Double pane, operable window, 18 485 0 308 308 reflective, insulated fiberglass frame, u-value 0.31, SHGC 0.28 1 D-rf-o: Glazing-Double pane, operable window, 8 188 0 66 66 reflective, insulated fiberglass frame, u-value 0.27, SHGC 0.25 1D-rf-o: Glazing-Double pane, operable window, 24 564 0 621 621 reflective, insulated fiberglass frame, u-value 0.27, SHGC 0.24 11P: Door-Metal- Polyurethane Core 21 639 0 176 176 11P: Door-Metal- Polyurethane Core 21 694 0 192 192 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2280.4 12,897 0 1,971 1,971 cavity, no board insulation, siding finish,wood studs 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 228 1,288 0 196 196 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs 15B0-15sf-8:Wall-Basement, , R-15 board insulation to 432 1,634 0 19 19 floor, no interior finish, 8'floor depth 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 240.4 1,359 0 134 134 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 3127 5,441 0 3,002 3,002 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 21A-24: Floor-Basement, Concrete slab, any thickness, 2 1371 2,982 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24'wide 20P-30: Floor-Over open crawl space or garage, Passive, 153 466 0 43 43 R-30 blanket insulation, any cover Subtotals for structure: 39,633 0 18,998 18,998 C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09, 2018, 2:55 PM id�),® r' s i�� ..u' f��ilii Il it it ildr. dUt;re f4' .:R C ! ic(entia� 111111 - $t Comrr�r s 6', 1 Iii V � 4f ` hic. , fr[ ®I®: I a ,EIII 17 d is dill aala Lyy 01,11lli�ll Iitili iiliiDl6jlil spy P7 7 i� � r r aP, �� � -k E i[ �,. 1U6116�Jiliu �I 111 ��II711II����r...�iu. - '. 1 Ea 0., sn tc fi 38 1 , ,i Total Building Summary Loads (cont'd) = r ,_ titelreiiiiorov:-- 064.7.= =ingiogikr77 _. 0.4 4: People: 10 2,000 2,300 4,300 Equipment: 4,250 7,500 11,750 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 157, Summer CFM: 82 14,490 1,272 1,126 2,398 Ventilation: Winter CFM: 176, Summer CFM: 88 4,879 1,373 365 1,738 Exhaust: Winter CFM: 176, Summer CFM: 88 Total Building Load Totals: 59,002 8,895 30,289 39,184 -i,- - Total Building Supply CFM: 1,565 CFM Per Square ft.: 0.367 Square ft. of Room Area: 4,266 Square ft. Per Ton: 1,285 Volume (ft3): 37,632 '1 .`� �ii t i�( a # 1FI[�rf Pti rd 3 • . '� : is i .. 7,'"" Total Heating Required Including Ventilation Air: 59,002 Btuh 59.002 MBH Total Sensible Gain: 30,289 Btuh 77 % Total Latent Gain: 8,895 Btuh 23 % Total Cooling Required Including Ventilation Air: 39,184 Btuh 3.32 Tons(Based On 76% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computerprogram. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09,2018, 2:55 PM }h�gg( 'Dorf a jt"' L11�1111TI@CC! a �' Vii ; i r�� " e qty = li °gym ®� •_ �IIID�IIIINIII�IiI i iIII IIIIIIIIIIIIIlII91I a�tid __ Bto°mr;gon,o ,uell� ,` _ ,rIIIIIIII iii__ _ ''' = I�I� 2,o�P Building Pie Chart Floor 6% Ventilation 8% Roof 9% Infiltration 25% Wall 29% Door 2% Glass 21% Floor 0% Roof 8% Ventilation 4% Infiltration 6% Wall 6% Equipment 30% Glass 34% x�r Door 1% People 11% C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09, 2018, 2:55 PM i lum i fig, r �- � e _ - fltlC i BI4 i 11 {ci. '' 111 i,'''' '''` VAA •Y 1pll�iiDIII���I�iiI�� ill r ' Ilrf1-1,_ 1 i Aug i� p� .. r �. aK4Y. : ' � �����1��aTi s Sia a BlQE7asx-tgn al 5 ti rk = +Qe;.y ,,1„,iIPII Ir'u� .°' i.„zap-. Ip[I 11 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) ,S' f'li i - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,371.0 sq.ft. Supply Air: 693 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 12,339 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 8 Actual Winter Vent.: 78 CFM Runout Air: 87 CFM Percent of Supply.: 11 Runout Duct Size: 6 in. Actual Summer Vent.: 39 CFM Runout Air Velocity: 441 ft./min. Percent of Supply: 6 Runout Air Velocity: 441 ft./min. Actual Winter Infil.: 76 CFM Actual Loss: 0.121 in.wg./100 ft. Actual Summer Infil.: 39 CFM N -Wall-12F-Osw 38 X 9 342 0.065 5.7 1,934 0.9 0 296 S-Wall-12F-0sw 38 X 9 329 0.065 5.7 1,860 0.9 0 284 E-Wall-12F-0sw 38 X 9 207 0.065 5.7 1,171 0.9 0 179 W-Wall-12F-0sw 38 X 9 233 0.065 5.7 1,318 0.9 0 201 N-Wall-12F1-0sw 38 X 1.5 57 0.065 5.7 322 0.9 0 49 S-Wall-12F1-0sw 38 X 1.5 57 0.065 5.7 322 0.9 0 49 E-Wall-12F1-0sw 38 X 1.5 57 0.065 5.7 322 0.9 0 49 W-Wall-12F1-0sw 38 X 1.5 57 0.065 5.7 322 0.9 0 49 E-Door-11 P 3 X 7 21 0.350 30.5 639 8.4 0 176 W-Door-11 P 3 X 7 21 0.380 33.1 694 9.1 0 192 S-Gls-1D-rf-o shgc-0.3 0%S 13 0.290 25.2 328 17.8 0 231 E-GIs-1 D-rf-o shgc-0.3 0%S 36 0.310 27.0 971 32.0 0 1,152 E-GIs-1 D-rf-o shgc-0.3 0%S 36 0.290 25.2 908 31.8 0 1,143 E-GIs-1D-rf-o shgc-0.33 0%S 42 0.290 25.2 1,060 34.5 0 1,451 W-GIs-1 D-rf-o shgc-0.27 0%S 36 0.310 27.0 971 29.2 0 1,051 W-GIs-1 E-rf shgc-0.22 0%S 32 0.270 23.5 752 24.0 0 769 W-GIs-1 D-rf-o shgc-0.27 0%S 13 0.290 25.2 328 28.9 0 376 W-GIs-1 D-rf-o shgc-0.22 0%S 7 0.270 23.5 164 24.0 0 168 UP-Ceil-16B-50 1460 X 1 1460 0.020 1.7 2,540 1.0 0 1,402 Subtotals for Structure: 16,926 0 9,267 Infil.: Win.: 75.8, Sum.: 39.4 1,596 4.389 7,005 0.341 615 544 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 3 600 690 Equipment: 1,750 2,750 Room Totals: 23,931 2,965 13,251 C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09, 2018, 2:55 PM �s�l efi1100 Fi� 94��EEiiiiii0al g_a ® 4 1V 1 I iliilii i .I +r . '1711',1171 .11111i11,1,' li•" - C`` -M . �� . { t it 6 •, oiIDmi -1101.11W11111''',, = -erdtni E 3; _ � .� � ii6 ( t Mmnidal �Ili���bra ' iaw.m'ami@!XiwM tliiui „� 8���1 „ea •e' Detailed Room Loads - Room 2 - Lower Level (Average Load Procedure) - �.�_ wv-eNai'e aa" - ally. ,.:, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,371.0 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 12,339 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 29 CFM Runout Air: 75 CFM Percent of Supply.: 19 % Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 381 ft./min. Percent of Supply: 6 % Runout Air Velocity: 381 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.090 in.wg./100 ft. Actual Summer Infil.: 9 CFM _ ri amu r gam i,h . i v •. i' *io316 s - ' 3: • ,a4 N -Wall-15B0-15sf-8 38 X 9 342 0.042 3.8 1,305 0.1 0 19 S-Wall-15B0-15sf-8 20 X 4.5 90 0.042 3.7 329 0.0 0 0 S-Wall-12F-Osw 18 X 4.5 67 0.065 5.7 379 0.9 0 58 N-Wall-12F1-0bw 38 X 1.7 64.6 0.065 5.7 365 0.6 0 36 S-Wall-12F1-0bw 38 X 1.7 46.6 0.065 5.7 264 0.6 0 26 E-Wall-12F1-0bw 38 X 1.7 64.6 0.065 5.7 365 0.6 0 36 W-Wall-12F1-0bw 38 X 1.7 64.6 0.065 5.7 365 0.6 0 36 S-GIs-1 D-rf-o shgc-0.3 0%S 14 0.300 26.1 365 17.9 0 250 S-GIs-1 D-rf-o shgc-0.28 0%S 18 0.310 27.0 485 17.1 0 308 Floor-21A-24 1 X 1371 1371 0.025 2.2 2,982 0.0 0 0 Subtotals for Structure: 7,204 0 769 Infil.: Win.: 17.9, Sum.: 9.3 377 4.390 1,655 0.342 145 129 Ductwork: 0 0 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 750 1,500 Room Totals: 8,859 1,295 2,858 C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09,2018, 2:55 PM III i ilii IIIIIIL4S{t -` i II�II�Yii::::;:11:-:,:,. � aLhi VIP�I�i'b 4p t t {N a1&Ug C Wrrier � , ire ':dIt ��ti Awa �6 velop�j 1191 Ill a� I1 sot'AA' [Blo6#0 63 ���� �i P�°a : ,> e � reenWoo ® IIC =afo in onM � 38 ,1,,, n,l d��� ' s�-`� il' -_-1 ri III Il_ I�I�J)_ �4_ ' S!'` 9Detailed Room Loads - Room 3 - Upper ge Load Procedure) 04,- 4-:-A,1-- ,,s,,,--_ - I y4 r .' = , t. NrS lri X111 ' 1 . .. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,524.0 sq.ft. Supply Air: 723 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.3 AC/hr Volume: 12,954 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 9 Actual Winter Vent.: 69 CFM Runout Air: 80 CFM Percent of Supply.: 10 % Runout Duct Size: 6 in. Actual Summer Vent.: 41 CFM Runout Air Velocity: 409 ft./min. Percent of Supply: 6 Runout Air Velocity: 409 ft./min. Actual Winter Infil.: 63 CFM Actual Loss: 0.104 in.wg./100 ft. Actual Summer Infil.: 33 CFM itI �I1 HIP, = - Gi z�i ' b' 9 x ! @ ° SI IAliclhe � � ( t^r��. _ y,�;� _ r .�t = N-Wall-12F-0sw 39 X 8.2 311.8 0.065 5.7 1,763 0.9 0 270 S-Wall-12F-0sw 39 X 8.2 287.8 0.065 5.7 1,628 0.9 0 249 E-Wall-12F-0sw 42 X 8.2 222.4 0.065 5.7 1,258 0.9 0 192 W-Wall-12F-0sw 42 X 8.2 280.4 0.065 5.7 1,586 0.9 0 242 N -Gls-1D-rf-o shgc-0.25 100%S 8 0.270 23.5 188 8.3 0 66 S GIs 1 D-rf-o shgc 0.3 0%S 32 0.290 25.2 807 17.8 0 568 E-GIs-1 D-rf-o shgc-0.3 0%S 122 0.310 27.0 3,290 32.0 0 3,905 W-GIs-1 D-rf-o shgc-0.3 0%S 15 0.290 25.2 378 31.7 0 476 W-GIs-1 D-rf-o shgc-0.24 0%S 24 0.270 23.5 564 25.9 0 621 W-GIs-1 D-rfo shgc-0.27 0%S 25 0.310 27.0 674 29.2 0 730 UP-Cell 16B-50 1667 X 1 1667 0.020 1.7 2,901 1.0 0 1,600 Floor-20P-30 1 X 153 153 0.035 3.0 466 0.3 0__ 43 15,503 4.389 5,830 0.341 Subtotals for Structure: 0 8, Infil.: Win.: 63.1, Sum.: 32.8 1,328 512 453962 Ductwork: 5 0 0 People: 200 lat/per, 230 sen/per: 1,000 1,150 Equipment: 1,750 3,250 Room Totals: 21,333 3,262 13,815 C:\Users\davidh\Desktop\GreenWood, McPherson Residence.rh9 Friday, February 09, 2018, 2:55 PM a Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings These bunk submittal forms and Instructions are available at the City of Ifilewebsite and at City Hall. The completed form must be submitted in duplicate at the time of application for a mechanical permit for new construction. Additional forms may be downloaded and primed at: http://cityafedina,com/departments/L3•09_building,htm Site Address `,l8 �L , c h P ie //ti -.__. 1 aete� /01 -i8 I I andAnC'fcl �YS contactor I 0 f Q P e!l/ Completed ev(please mist) _ sigrfatare Section A aJ Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area Including 4 /J Basement—finished or unfinished} I o D 6 Total required ventilation /f 70 Number of bedrooms ) Continuous ventilation Directions-Determine the total and continuous ventilation rate by either using Table N1104.1 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(In Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous 1 continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 : 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 - 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83i 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 F 205/103 5001-5500 140/70 , 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 ; 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1))=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. Far heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must beActermined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cftm shall be provided, • on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventdattan Method - (Choose either balanced or exhaust only} a.ansa,HRV(Fleet ice every Ventilator)or ERV(Energy Exhaust a*R Ventilator)-dm of unit in law mast not mood conthuola continuous foci rating In cirri ventilation rating by morn Man 100%. ism cin: Nigh cfm: fir/ Continuous fan:a Is dm iconicity must loot amidt� continuous ven*lMcyi Ming by more than MI Directions-Choose the method n al: ton balanced or exhaust only. Balanced ventilation systems acre typically NAV or Eines.,Enter the low and high dm amounts, iggsfracill flow must he equal to or greater than the required continuous ragalga rate and less than X00%greater than the continuous rote.(For instance,If the lowifirn Is 40 clew,the ventilation fan must not exceed$l'i t fun.)Automatic controls may allow the use of a larger fan that is operated a percentage Of each hour. Section C Ventilation Fan Schedule Descri tion Location Continuous intermittent Directions-The ventilation fan schedule should describe what the fan Is for,the location,efts,and whether it is used for continuous or Intermittent ventilation, The fan that Os chose for continuous ventilation must be equal to or greater than the it 'a air rating and less than 100%greater than the continuous rate. (For instance,(f the low cfm is 40¢ny the continuous ADM/lotion f rn must not exceed 80 rfrn.j Automatic controls may chow the use of a larger fan that is operated a percentage of each hoar. Section D Ventilation Controls (Describe operation end control of the contemn and Intermittent ventilation) $1,11 V ( V�1/ {2PA oi 13 el .,'e=w4 ii ✓ A-�Crf fGC6 e' Cit./: fj �e OLt.�r 1Ra Je _! Directions•Describe the operation of the ventilation system. There shave,be adequate&tali for pion reviewers and inspectors to wi(fy design and lnsto9aetbn compliance. Related trades oho need adequate detailf prplacement of controls and proper operation of the bending ventilation. if exhaust fans are used far banding ventilation,describe the operation and location of any controls,hulk soars and legends. if an ERV or fOWls to be installed describe how ft w Ml be hastnNed lf ft will be connected and interfaced with the air handling egedpnlent Please describe such connections as detailed in the mmurfacturer installation fntbructbns(fthe installation instructions wake or reenfmnrnd are egsr{prrran t to bee interlocked with the air handling equipment for proper operation.such Intercoanecttlorr shalt be made and *scribed. Section E Makeup air Passive(ewer rind from calculations from Table so>E.sa) Powered{determined from talc:dltittons from Table 501.1.6 Interlocked with u hsuat device fdetamdned from calculation from Table 501.9.1} Other,deco lbe: Location of duct or system ventilation makeup air:Determined from makeup an opining table The and type(round,rectarn1ubr,flax or rlgld) (Nit means not required) 0:14formsWereilakupCombAlotols041511.dodi Page 2 of 6 Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed use the appropriate column.For existing dwellings,see WIC 501.3.3. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501,3.2 and size the opening. Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the lost line of section D. The make-up air supply must be Installed per HMC 501.3.13. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent ur direct vent assisted appliances and gas or uil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column Et 1. --�-i a)pressure factor 0.15 0.09 0.06 0.03 (cfmfsf) b)conditioned Floor area(sf)(including unfinished basements) f La/ � Estimated House Infiltration(cfm):[la ] x lb) �j J I 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) i b)clothes dryer(cfm) 135 135 _135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically /� (not applicable if recirculating system tJ or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or it powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); �� [2a+2b+2c+2d) 3.Makeup Air Quantity(cfm) - a)total exhaust capacity(from above) b)estimated house infiltration(from 6 3 t above) Makeup Air Quantity(cfm); [3a-3b) (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer — - to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no corn hustion appliances.(Power vent and direct vent appliances may be used.) 9. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. G:\Forms'rVentMakupComhAirCais041511.docx Page 3 of 6 - Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent apptances fuel appliance appliances Column A Column B Column C Column 0 Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67, 100 47-69 29-42 6 Passive opening 164-232 101-143 - 70-99 43-61 7 Passive opening 233-317 144-L95 _ 100-135 62-83 8 Passive opening 318-419 196-258 136.179 - 84-110 �.9 W/motorized damper Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540-679 333-439 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes; A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,Increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shalt be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type I Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-i(see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. G:\Forms`VentMakupCombAlrCals041511-docx Page 4 of 6 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 Is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (far Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: '7(3/ _Draft Hood Fan Assisted )(Direct Vent Input: /°f r O Btu/hr or Power Vent Water Heater: _Draft Hood Fan Assisted ,XDirect Vent Input:/99•CrOCO Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces Connected to one another by code compliant openings. CAS volume: ft3 LxWxH L W H Step 3:Determine Air Changes per Hour TACH)1 Default ACH values have been incorporated into Table C-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(00 NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column In Table E-1 to find Total Required TRV: ft' Volume(TRV) if CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)1s less than TRV then go to STEP 5. 4b.Known Air infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) A/1 /Z Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted IRVFA) Total Btu/hr input of ail Natural draft appliances input: Btu/hr Use Natural draftApplanccs column in Table E-1 to find RVNFA: ft' Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA-RVNDA TRV= __-+ TRV ft3 If CAS Volume(from Step 2}Is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)Is Jess than TRV then go to STEPS. Step S:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= / Step S:Calculate Reduction Factor(R F). RF=1minas Ratio RF=1- _ Step is Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr Input cif all Combustion Appliances in the same CAS Input Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CADA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= /3000 Rtu/hr per int- in' Step S:Calculate Minimum CADA. Minimum CAOA=CACIA multiplied by RF Minimum CADA_ x int _ Step 9:Calculate Combustion Air Opening Diameter ICADD) CAOD=1.13 multiplied by the square root of Minimum CADA CAOD=1.13 T Minimum CAOA= in.diameter go up one inch In size if using flex duct 1 If desired,ACH can be determined using ASHRAF calculation or blower door test.Follow procedures in Section 6304. G:\FarmsWentMakupCombAirCais041511.docx Page 5 of 6 IFGC Appendix E,Table E-1 ~ Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 _ 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 v v, 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 Z250 3,375 1,688 r 4,725 2,363 50,000 2,500 3,750 - 1,675 , 5,250 2,625 40 2,750 4,125 2,063 5,775 2,888 60,000 3,000 _ 4,500 ,2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 L3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3 750 5,625 2,813 __ 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 rn , 90,000 4,500 6,750 , 3,375 9,450 4,725 95,000 4,750 7,125 3,5631975_ .94,988 100,000 `5,-000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 , 11,025 5,513 110,000 _ _ 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 i 12,600 6,300 125,000 _ 6,250 9,375 4,688 ' 13,125 6,563 130,000 6,500 '-9,750 4,875 13,650 6,825 135,000 6,750 t0,125 _ 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 , _ 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 _ : 8,000 12,000 -I 6,000 16,800 8,400 165,000 u 8,250 12,375 6,188 17,325 8,663 170,000 8,500 ' 12,750 6,375 . 17,850 8,925 175,000 8,750 13,125 N 6,563 - 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 :6,938_- 19,425 9,713 190,000 9,500 14,250 7,125 19,950 . 9,975 195,000 i 9,750 _ 14,625 7,313 20,475 10,238 200,000 10,000 15,000 - 7,500 21,000 _10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 _ 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 21,550 225,000 11,250 _ 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used'in this section of the table is 0.20 ACK_ 2 This section of the table is to he used for dwellings constructed prior to 1994 The default KAIR used in this section of the table is 0.40 ACH. 6:'tForms\VentMakupCombAirCuls041511.docx Page 6 of 6 -H- /`(i/3,h � * EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy 1 , L. PEN t. �C °kt ClTV OF EAGAr1 TR q ` r ' (BUILDER, PLEASE READ ATTACHMENTS) Development TWIN VIEW MANOR Lot Number 12 Block Number 5 Address 4844 Richard Lane. Builder Green Wood Design Builders Phone Number: 612-840-4306 Contact: Scott 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: REVIEWE BY fIci H:\ghove\2o18fiIe\treepres\Tree Preservation Plan Twin View Manor Lot 1!DATE Z-- r--1(/ 2 ft r S 9 , 0 0 w o 2b3 OOo O LI U e CC o l'' 0 J--- (/�'' C� � W U W h J cn p q w w ° �ti ( — m �`� II 22�IW y z pyp j W = OpN ri m Z 1 vmj� ✓` `- 02 � O ,cc fRR O w ,,pc_O 0 g n e �. 0,0 m20 R W U O_o 11 ¢ O ¢¢� O eO0 u U L. 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ZRgR Oti°' wt h Ct on 1 - -‹1„,. n r1 O_ � Nw V , ii L •qy, .. ,,,,,,A, . .0 uo (yd• ' /(y� 7777 N C to Lu cr W og Q alum sum 313412A/02 (n i z t� � Q 3NV1 a2JVHOI a E LOT SURVEY CHECKLIST FOR RESIDENTIAL AP(03 b BUILDING PERMIT APPLICATION PROPERTY LEGAL: L I< isr0C,r\ Lodi') L1 d q)1 ) '1 Yl C DATE OF SURVEY: *VA LATEST REVISION: Z///7//,13 m ea v O z a DOCUMENT STANDARDS 0 0 • Registered Land Surveyor signature and company y 0 0 • Building Permit Applicant 2' 0 0 • Legal description 0 0 • Address $' 0 0 • North arrow and scale $ o ,ef • House type(rambler,walkout,split w/o,split entry, lookout,etc.) 0 ❑ • Directional drainage arrows with slope/gradient% A ❑ ,( • Proposed/existing sewer and water services&invert elevation 0 ❑ • Street name )2' ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) 0 0 • Lot Square Footage $' 0 0 • Lot Coverage ELEVATIONS Existing 0 0 • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions „' ❑ 0 • Elevations of any existing adjacent homes ,H' ❑ El • Adequate footing depth of structures due to adjacent utility trenches ❑ /71 ❑ • Waterways(pond,stream,etc.) Proposed afr 0 0 • Garage floor 9' ❑ ❑ • Basement floor .B' ❑ 0 • Lowest exposed elevation(walkout/window) nifiver ❑ ,' • Property corners .41 ❑ ❑ • Front and rear of home at the foundation Y • PRV Required PONDING AREA(if applicable) ❑ ori ❑ • Easement line ❑ 2 ❑ • NWL ❑ ,l' ❑ • HWL ❑ .1 ❑ • Pond#designation ❑ % 0 • Emergency Overflow Elevation ❑ .1 q • Pond/Wetland buffer delineation Y W • Shoreland Zoning Overlay District Y (I • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions ,� ''o ❑,r • Right-of-way and street width(to back of curb) • Proposed bssog_glimenAigas..including any proposed decks,overhangs greater than 2',porches,etc. (i.e.all structures requiring permanent footings) 0 0 • Show all easements of record and any City utilities within those easements ,Rf 0 0 • Setbacks of proposed structure and sid: - • setback of adjacent existing structures ❑ El • Retaining wall requirements: Reviewed By: e %-. 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Job Number: 181323 Ply: 1 SEQN:2539/ T29 COMN Gust:R9073 JRef:1WbJ90730026 McPherson Dsgnr:Eric Anderson Qty: 1 FROM: DrwNo: 156.18.0838.27027 Truss Label: L1 DW / BM 06/05/2018 478 5'3"8 12'2"12 18'11"8 23'3"6 277"4 I 32'8"6 I 37'9"8 4'3"8 1' 611"4 6'8"12 4'3"14 4.3•14 51"2 51"2 o6X6(Rt) 7 ,a4X4 a 4X6 G TC3 E w8 4: UI6X6(SRS) 1 N. 6X6 TC5 1111.54 8X12 =6X6 () rr M 8 m 12 TC2 • (D1) (a) T N- w5 w10 w12 w11 I bi (a) = B w 1 i A I >e ",,., m �5X8(B10R) _P O NM L PIK - 1114X6 =4X4 -5X6 =8X8 =6X6 III 6X8 A 37'9"8 1 11'5 ^ a•6" 7'6"a 8'10" 11"1227'9"8 -I- 101" 12'0"4 18'10"4 20 27'8"8 379"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 35.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:115 mph Pf:NA Ce:NA VERT(LL): 0.277 0 999 240 B 2439 /214 /- /- /- /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.524 0 863 180 K 2136 /176 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.083 K - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 HORZ(TL):0.156 K - - B Min Brg Width Req= 3.1 Mean Height:23.74 ft K Min BrgWidth Req2.7 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bearings B&K Fcperp=425psi. Soffit: 0.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.893 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.850 RepFactors Used:Yes Max Web CSI:0.893 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.78 ft Loc.from endwall:AnyFT/RT:16(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 311 -4050 F-G 219 -2556 C-D 261 -3601 G-H 298 -3786 Lumber Wind D-E 310-3597 H-I 243 -3263 Top chord 2x6 SPF 1650f-1.5E:TC2,TC5 2x4 SPF Wind loads and reactions based on MWFRS. E-F 234-2632 #1/#2: Right end vertical not exposed to wind pressure. :TC3 2x4 SPF 1650f-1.5E: Bot chord 2x4 DF-L 2400f-2.OE Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x3 SPF#3:w1,w5,w6,w10 2x3 SPF#11#2: Chords Tens.Comp. Chords Tens. Comp. :w11,w12 2x4 SPF Stud: (DM1)Truss member damaged in the indicated area. :Lt Wedge 2x4 SPF Stud: Damage length=3-0-0 at 15-5-10 from left end. B-P 3461 -253 N-M 2716 -230 (RS1)2x3 x 7-6-0 SPF#1/#2 scabs.Attach scab to P-O 4130 -330 M-L 2716 -230 Bracing each face,centered on damage,with 0.128"x3"nails O-N 3076 -250 L-K 1950 -189 in 1 rows at 3"oc in each row.Stagger nails in rows (a)Continuous lateral restraint equally spaced on member, and offset rows from opposing faces to prevent splits. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-P 1654 -108 N-G 94 -936 TC:From 92 plf at -1.42 to 92 plf at 37.79 P-D 220-1714 G-L 1126 34 BC:From 20 plf at 0.00 to 20 plf at 37.79 D-O 86-1108 H-L 216 -2030 TC: 162 lb Conc.Load at 4.29 O-E 550 0 L-I 1837 -75 BC: 35 lb Conc.Load at 4.29 E-N 95-1134 I-K 262 -2703 N-F 1687 -57 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance,0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Loading I nweitraroWaattMit plan,apwilicadon, w report wee prepared Iwmo w under nw Bottom chord checked for 10.00 psf non-concurrent Owl si0erisiwi=Mal I ama deli bottom chord live load applied per IRC-12 section lininsedpmfeealaialBpwawunder 301.5. TlWLawsotua wrMmasam. Purlins In lieu of structural panels use purlins to brace all flat B Y E tYRtipi TC @ 24"oc. pats License FIt1,41772 06/05/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)to`safely practices prior to performing these functions. Instal ers shell provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to � drawings 160A-Z for standard plate positions. ALPS Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the finer„ ,. truss in gnformance with ANSI/ PI 1,or for handl In,shipping,installation and bracing gf,trussesA seal on this drawing or c ver page,, 2820 N.Great Southwest Parkway listing this drawing indicates acceptance gf probessronar engineering red pons lb!Ittv solely for the design shown. The suitability Grand Prairie,TX 75050 and use o this drawing or any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.aloineitw.00m:TPI.www.toinat.om:SBCA:wwwsbdndustrs.com:ICC:www-ioosafe.om OFE'q M o -CISH*,® 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsAcityofeagan.com Address: 4844 Richard Lane Permit#: 148136 The following items were/were not completed at the Final Inspection on: 7/507/5 Complete Incomplete":' ' ' :,: -,,--,1.i,ur,,'Comments' Final grade - 6"from siding Permanent steps— Garage Permanent steps— Main Entry 2(" Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn A Trail / Curb Damage X Porch 1\iMi i Lower Level Finish X Deck ik)avn Fireplace X • 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: