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EA179562 - Building - Single Fam - Issued Date 11/09/2022 PERMIT City of Eagan a Permit Type: Building 3830 Pilot Knob Rd '�':U�.� Permit Number: EA179562 se�' � Eagan,MN 55122 ®�-- -�•• EAGAN (651)675-5675 111111111111111111111111111111111111 HER www.cityofeagan.com '@ * E R 1 7 9 5 6 2 * Date Issued: 11/9/2022 Site Address: 3650 Woodthrush Ct Lot: 3 Block: 2 Addition: St Francis Wood 2nd PID: 10-65901-02-030 Use: * 1 0 — 6 5 9 0 1 — 0 2 — 0 3 0 Description: Sub Type: Single Fam Construction Type: V-B Work Type: New Description: Census Code: 101-Single Family Houses Occupancy: IRC-1 Zoning: R-1 Square Feet: 0 Comments: Improvements to the home may require smoke detectors in all bedrooms. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes(Minnesota State Building Code). Fee Summary: BL-Base Fee $4,941.75 0801.4085 Valuation: 796,721.00 Plan Review $3,212.14 0720.4222 Surcharge-Based on Valuation $398.36 9001.2195 3/4"Meter $300.00 6101.4509 Radio Read Unit(Domestic) $205.00 6101.4509 Water Permit $64.00 6101.4507 Sewer Permit $64.00 6201.4532 Surcharge-Fixed $1.00 9001.2195 Total: $9,186.25 Contractor: - Applicant - Owner: Leading Edge General,Contracting LLC Thomas&Emily D Yue .PO Box 812 3650 Woodthrush Ct 'Hudson WI 54016 Eagan MN 55123 (763)222-8877 This permit shall be null and void if work does not start within 180 days of issuance,or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature "Tsrued B . Signature ECEIVE OCT 10 2022 r-------------------- I For Office Use I BY: 1 Building Permit 0.-179562 I SM Permit#:EAGAN � ♦� _ 1 Permit Fee: 01 1 $�p • �✓ 10/10/2022 I D R ed. ate ecely 3630 PILOT KNOB ROAD i EAGAN,MN 55122-1810 I - (651)675-5675 1 FAX:(651)675-5694 1 Date Issued:, buldinainsoections(ft- itvofeaaan.com t---------------------j RESIDENTIAL BUILDING PERMIT APPLICATION Daft; siteAadress: 3650.Woodthrush Ct, Eagan, MN 55123 U . Name: Louie Sand Phone: 6,51-366-1697 - -- _._ _ - -- - --- _ Permit PO Box 812, Hudson, WI 54016 Applicant Address/City0p: -- -- Applicant is: 0 Owner _ ®.Contractor Email; Louie.Sand@LeadingEdgeGC.com Description of work: Demo existing house and construct new home Type of Construction Cost: 1,100,000.00 Work Type of building: 0 Single Family ❑Townhome, of units ❑Twin Home Company-, Leading Edge Contracting contact Louie Sand Building Address: PO Box 812 city: Hudson Contractor State: IMI Zip.. Ed Phone: Email: �� g g 54016 651-366-1697 Louie.Sand Leadin eGC.com' - - - -------- —-� BC708474 03/31/2024 License#- Expiration Date: sewer company. Salzer Plumbing Contact* Berney Salzer Water Address: 14033 Commerce Ave NE STE 300 PMB 306 city. Prior Lake Contractor --- -- - RequiredforState: Zip: Phone: Email.MN 55372 612-366-4731 : �saize lumbingllc@gmall com - - - - new construction PC643653 12/31/2023 License#. - Expiration Date: 0 1 understand that Plumbing,Mechanical,and Fire Suppression work require separate applications. NOTE:Pians and supporting documents that you submit are considered to be public Information. Portions of the Information may be classified as non-public If you provide specific reasons that would permit the City to conclude that they are trade secreta. CALL BEFORE YOU DIG. Contact Gopher State One Call at(651)4544=or www.aaoherstatecnecall.org for protection against underground utility damage. Contact Gopher State One Call 48 hours before you Intend to dig to receive locates of underground utilltles. 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 permlt;that the work will be In accordance with the approved plan in the case of work which requires a review and approval of pians. XLouie Sand x _ Applicant's Printed Name Applicant's S gnature ��4 FOR OFFICE USE ONLY 3650 Woodthrush Ct, Eagan,MN 55123 Site Address: Permit SUB TYPES Single Family, _ Fireplace _ Lower Level _ 01 of_Plex _ Foundation _ Porch Deck Garage Pool WORK TYPES ,/New _ Repair _ Siding _ Retaining Wall _ Addition _ Fire Repair _ Reroof _ Move Building Alteration _ Water Damage _ Windows _ Demolish Building• — Replace _ Egress Window _ Solar 'Demolition of entire building-give PCA handout to applicant DESCRIPTION Calculated Valuation '�9G, �2 I Occupancy 2-Rc../ MCES System Plan Review 1725°lo 8100% Code Edition MAARC-.Z48~O SAC Units Census Code Zoning A-W City Water #of Units Stories Booster Pump #of Buildings Square Feet PRV Type of Construction Vii Fire Suppression Required Separate Storrs water Management Permit Required REQUIRED INSPECTIONS Footings: New Addition ✓Deck �-'Slding: Stucco Lath _Stone Lath _Brick ✓ Foundation: ✓Before Backfill ✓Poured Wall ----Root—Ice&Water _Final Framing: e::�"AHour Residential Alteration �/ Erosion Control Braced Wall Framing/Blocking Pool:_Footings Alr/Goa Tests —Final ✓ Braced Wall Sheathing(prior to house wrap) Retaining Wall:_Footings—BackflQ Final Interior Braced Wall Panel(s) Fire Suppression:_Rough In_Final Firewalls Other., �✓ Insulation Fireplace:.-Rough In ✓Air Test jFinal Final/No C.O.Required Radon Control FInaI1C.O.Required Reviewed By: 5.JII'i�Sw- . Building Inspector FEES Calculated Valuation -?94,-702 l Lower Level - -2,397.00 95.73 1229,464.81 Base Fee 'Mail Level 2,392.00 95.73 228,986.16 Plan Review Upper level 2,225.00 95.73 212,999.25 State Surcharge Upper level-Unfinished 1,280.00 35.00 44,800.00 -- - - -- Garage1,459.00 40.411 58,958.19 Met Council SAC --_-- —�-"-_- - Under Garage Storage 251.0040.41 10,142.91 City SAC Front Porch 99.W 50.00 4,950.00 Treatment Plant Deck 428.00 1 15.00 j 6,420.00 Water Supply&Storage 796,721.32 S&W Permit&Surcharge Meter Radio Read Other: TOTAL $0.00 NEW RESIDENTIAL BUILDING PERMIT �•�►- .. EAGAN REQUIREMENTS Site Address: 3650 Woodthrush CT, Eagan, MN Applicant: Louie Sand Phone 651 -366-1697 (dumber: Check,/Appropriate Sox Signed and completed building permit application including a current contractor license number. 0 Detailed plans,drawn to scale including but not limited to;foundation plan and wall design including foundation wall insulation, radon control system,floor plan(s), cross section(s),elevation plan(s), beam size(s),joist size(s)and spacing. ® Scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements(maximum size 11 x 17). 0 Energy Code design criteria, labeled on plan, verifying that the building envelope meets the provisions of Table R402.1.1. Exceptions would include one of the following calculations that must be submitted for approval: o R-value computation method per Table R402.1.1. o Total LIA alternative per Table R402.1.3. o Engineered systems alternative per R405. ® Calculated heat loss/gain and calculated cooling load verifying HVAC sizing in compliance with the Minnesota Energy Code 2015(RCCA Manual J 8t'Edition)or equivalent, approved by Building Official. ® IFGC Appendix E,Worksheet E-1 calculating combustion air size,AND IMC Table 501.4.1 calculating makeup air quantity. ® Ventilation calculations including ventilation rate, conditioned square footage space and number of bedrooms verifying compliance with the 2015 Minnesota Energy Code R403.5. ❑ Individual lot tree preservation plan,if required by the development contract,shall be in accordance with the Eagan City Code. ® Building Certificate R401.3 in the Energy Code. Braced wall design path,per R602.10. ® Stormwater Management Permit,submitted to Water Resources at waterres(M-cityofeagan.com. ® Electronic copies of full submittal,submitted via email to buildinginspecUons@cityofe2gan.co 3830 PILOT KNOB ROAD I EAGAN,MN 55122 (651)675-56751 FAX:(651)675-6694 buildinginsmctlons@cltmfeaoan.com If you have a hearing or speech disability,contact us through your preferred telecommunications relay service. City Inspection Dept. Copy EAGA►N City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DMS/ON 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development ST. Francis Wood 2"d Addition Lot Number 3 Block Number 2 Address 3650 Woodthrush Court Builder Leading Edae Contractina Phone Number: 651-366-1697 Contact: Louie Sand Tree Protection Reguirementsd X Tree Protection Fencingtobn5tlledoSite Onge Poly Fence) 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 affacl a rF ESTI tY DIVISION No REVIEWED Additional Notes: DY DATE_—�o!=/�.�. TREE PRESERVATION PLAN-3650 Woodthrush CIA= _ � EAGAN TREE PRESERVATION PLAN REVIEW—INDIVIDUAL LOT - Date Building Permit Application Received 10/10/22 Development ST FRANCIS WOOD 2ND ADD Lot 3 Block 2 Site Address 3650 Woodthrush Court Builder Leading Edge Contracting Contact Louie Sand Telephone 651-366-1697 E-mail Louie.Sand A-Lead1ngEdgeGC.com Property/Lot Owner Name Telephone E-mail Office Plan Review-Date 10/25/22 Notes Tree inventory was submitted with certificate of survey with this application. Site contains 11 significant trees. Of the significant trees, three are proposed for removal. The removal of significant trees is less than the allowable removal limit therefore no mitigation is required. Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq.ft sq.ft Total Significant Trees 11 Woodland To Be Removed sq.ft sq.ft Trees To Be Removed 3 Allowable Woodland Removal(20%) sq.ft sq.ft Allowable Tree Removal(20%) 3 Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan- Category A Category B Category C Revised Plan- Category A Category B Category C Site Inspection-Date 10/25/22 Notes_ Site visit not completed, Office review only G:\Forestry\TreePreservatIon\Tree Preservation Plan Review•Individual Lot.doa Original Tree Preservation Plan Approved—Date 10/25/22y Forwarded to Inspections—Date 10/27/22 By Discussion/Meetings with Builder/Owner- Notes Revised Tree Preservation Plan Approved—Date By Forwarded to Inspections—Date By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes GAForestry\TreePreservatlon\Tree Preservation Plan Review-Individual lot.dom Was the approved Tree Preservation Plan followed? YES (or) NO If no,was additional mitigation required? YES (or) NO(If yes,describe additional mitigation below) Final Site Inspection—Date Notes Additional Notes and/or aerial photo image (insert aerial image or draw map of site) G:\Forestry\TreePreservatlon\Tree Preservation Plan Review.Individual Lot docz V)c.k DOWING CONDITIONS \ I 4 y, Hat am rea 2705 IM SF SF \ + 9�S30a79. Patin area-242 SF \s9�° ?? �0611,9'. Stoop area-44 SF Sklawalit am woy area-386 SF •e� " �: Total Imperviml2 Arco-3472 SF + + + f + ,p 508�/io Impervious Coverage-12.5!6 ' p w/' Dm,atee trap pips �' + 3'Qp R 0, 10 20' 9 a Denotes tde"an boxDenotes dectric box ^Deftat.am-A. O�p ` t�•. a 6 0 D b. + O �: `1l]S/c�ale: 1. 20• X 000.00 D—tes mkftg d.1.13. 0 9 �� � " � �•T (o9aro> prapcaed aimationo . tic V ap flow dreoaan oc�ge +�r / 8g6 r ���\ A ° ggy / ®bw➢Oerotesretd�nfng woo designed a,M Z' �P_ v% + /� ° / +� pp X884 + SD ;/ ^ Driveway '+�, p00 -_A882 \ +� ti 2230 f0 m 2.00 a Garage � O tip 1 � a + / --' g 5.40 of�" + �'" P y �p F I a 6 22 3° , — s ��— p 8 +b ds \ = 5.40 �2A8 I _ 'D ey 41 �6 + 24.30 e11 + •, / \ Y 4e ♦ Ir wt P GO 40P Ui o 0 4` + + "P + I C9 of Ile 10 n 16O + + + ,$ + + S3001118'IE+ + 30'From right-of-ways I o. 5,�((gam'ag Ce) 266..90 0 ° Canetructlan Notes: 1.kneta0 rack construction entrance. 2.Instal]alit fence as needed for eroslan control. Nauss elevations As—bunt I - 3.Skiewa0re ahal]dretn away fron house a minimum of 1.09. 4.contractor mast verify drivevwy emign. Lowest Flom Devotion i(878� 5.Contras moat verify eerNco elavatlan=to construction. rap Of Foundation Dov. :(SKS 5.Ada or rmnove fosndatian ledge as required. 7.Retaintn .0 are conditional, Wall NetaOed N the grade exeeeda 3:1. Garage gab Elev.O Door:(885.6) Y� ,w Wal]rN no be are If the grade to II or less T.O.F.Sevatian O Lmkcot:(M.0) O�-S General Notes: 1.Grading plan by N/A last dated N/A was used to determine proposed We hereby certify to other that this survey,plan ar repot woe alevationa shown hereln. pp encroachments,ts or �repared by me or under my dGeet eupervialon,and that I am a d2. uly enfaep�t as alnown•aanB z by me oshow unnder meycodkact eupervislon. =Land Surveyor under the lora of the State of Minnesota,dated 3. 10/04/22. Proposed building dimensions shorn are for horizontal location of structures an the lot oal)c Contact builder prior to construction for approved constructlon Plane. Signed: Io.eor En Ineering,P.A. � 4.No apealflc eofls Investigation hoe bean performed on thla lot by the surveyor. The sultab8lty of so02 to euppor!the fle house proposed Is not the re iso'b0lty of the surveyor. 0Y: 5.Thin necoi adta does not purport to shorn easements other than those shown er ar 4229, a ons co urveyo on the recorded plat. Minnesota Ltamse No.42289 email—phorkineonOpionaereng.ann 6.Bearings shown era basad on an assumed datum. Lot 3. Block 2. PI Mff R0*WM&PA ST. FRANCIS WOOD 2ND ADDITION Certificate of Survey for: - according to the recorded plat thereof Dr.Thomas Yue 2422E- Ddvc eb.:(6su681-1914 Dakota County, Minnesota Meolom aH igktq MN 55120 Fac:(�g t)661-9488 13911 Ridgedele Drive 0330 www.pfoneereng.com Address: 3850 Woodthrush Court, Eagan Minnesota Ivimnetanka,MN 55305 House Model: N/A Elevation: N,A (612)817-3377 Fro)ect#:122104000Folder N:8785Draoablr.JAJ Buyer. Dr. Thomas Yue ©Plower 5ngmaring PROPOS® CONDITIONS d Lot area=27&55 SF + + �4 R\ 000 Haus area=3813 SF 3:1 MAX.SLOPES O 9 A I seam �.sF RETAINING WALL RE(iUIR �°+ZM SF ?2 -00 49e Dial knypervlous Area 8217 g: �. Impevious coverage-22.3z INSTALL PERIMETER + + + 4 / N*S%* CONTROL 4 + o 50���000 0' 10' zo' + + Desotes bon PIPs ,,p+�++ +,� p 4`•� p p 6r r + ,y '6yF N• ® Desates W dates bas o 4 oP�` /'O" ��k���: r + i'J ��0 Scale: 1• 20• ■ Dwmtes dwtrio box Dwmtes tdephese ben, + 9T X 00M.o Denotes wbtb,g elmmtion ^�. :�° 'r �/ 6 +�yam+i , f e� 40 (comoo) Dmrotee proposed dewDan +J� +6' .y / �0 tpT' �+' Denotes drainage flaw erseuse �Z° 9r� —� rY + A Dent.spQ,e iii / + 'y � \ -——m Denotes propaatd mtd*tg wan / + dedgiwd and bullt by Doers + J p� ®moi then�I�p w0 desi�,ed and + � 4 + � d@ REVIEWED FOR BR.Bie.7 + ,00 d? '00 "`,t @�{. + �•.� a I �4 CODE C ONCE + \ +CFS ++ + + gm � Ez ° N 7' ° + + +- 1 / EAGAN ,ma�xaxa t1w�878.7 ; m ; / 70 m� rxam + + v +1 o @� ++ I �+ 8 /+ / X11 tp I + +cis, y��000•f E 1 G + +� ' p I a ell s i + ; A �( + +� 3 ++ 1` �4 ° 14 , -- i_H_ o t ,►�`+ +r 6?a + _ o s � +� �dc4e+e I� \a� + �° +l'�aZO +c4 q��� + 110 I I � G 1141 Mignon s� + +–xt= —— 9 roils 8 + a + + II +S� P 6Cry + — m t + / --� NS All L� + ° F S , + +�4 P$� r + +arES°TA MSM 0 4 setbacks: 5.30°11,18°E4 30'From right—of—vra)m I 'It # l �. 10'Side(living space) 5'Side(garage) 266.90 i + ' co ,g� ►.. Construatlan Notes: o' 1 1.Install rank construction entrunm i 2.Install 98t:,nm as needed for erosion central. House elevatiane (promsadl/Aa—huFlt 3.Sid.edlo shall drain array from house a minimum of 1.076 4.Con=must verify driveway design. Corset Floor Deva0an :(B) / 5.Cantractm must verify service elevation prior to conawcuan Top Of Foundation Dev. G.Add or remove foundation ledge os required. 7.Retatntng walls are conditional; Wall installed N the grade exceeds 3:1. Garage gab Dev.®Door:(887.8) / 1 Wag will nal be installed N the grade Is 3:1 or lees. General Notes: (` 1.Grading pian by N/A last dated N/A was used to determine proposed We hereby certify to Other that this survey,plan m report wen �1f-,a�� y�r elevations shown herein. prepared by me m under my direct eu,=kp',and that I am a 2.This survey does not purport to show improvemanls or encroachments, II caemd Land Surveyor under the laws of the State of Minnesota, ed ` except os shorn.os surveyed by mem under my dhect eupervieton. 10/04/22. ` 3.Proposed hugding dbnanakma shown are for horimrttal location of structures an the lot only.Contact builder prim to construction for approved construction plans. ggned: Iq,Zl:nes�ring,P.AP_W_ speci90 mile is to igatian hes bees performed r this lot by the surveyor.The sulta68ity of sage to support the ell fleai o home proposed le not the RY: I �OrBRy of the er aw mean, on urea an the recorded plat. not Purport to show coaemante othor ffian those shown Mlnnecoto License No.42299 mon—ph. ang.00m t 5.Bearings shown are based an an assumed datum. pj* Lot 3, Block 2, P� ST. FRANCIS WOOD 2ND ADDITION Certificate of Survey for: according to the recorded plat thereof Dr.Thomas Yue zazx D,lvo Ph.:651)681-1914 Dakota County, Minnesota Meedom Helghm,MN 55120 Faw.(��55 q 681.9488 13911 Ridgedale Drive @350 www.pioneerengcom Address: 3650 Woodthrush Court, Eagan Minnesota Minnetonka,MN 55305 House Model: N/A Elevatlon: NJA (612)817-3377 Pm)ecl0:122104000 FolderR:8765DmwebrJ&l Buyer. Dr. Thomas Yue ©pioneer En nearing ST FRANCIS WOOD 2ND ADD LOT 3 BLOCK 2-TREE PRESERVATION CALCULATION 9/6/2022 Property Address: 3650 Woodthrush Ct Development Type= Single Family Residential Existing Allowable Actual Actual Required Trees Removal Removal Preserved Mitigation 11 Trees 20.0° 3 Trees A Treece 0 6 be" 3.0 Trees 27.3°!o 72.T/u INDMDUAL TREE MITIGATION CALCULATION DETAILS (Applicant to mttgate: 0 Trees) Category of Tree Number of Mitigation Total Total To Be!Removed Trees RemQXW Per Tree(B) Mftatlon(8) Mitigation dA) madmen"Frees 2t 6 0 0 Hdvad Deciduous 21-30° a 4 0 01 Soft Dedducs>24° a 4 D 0 Conifer>24'(12°dbh) 0 ' 4 0-, 0 HdVW Dedduos 6-20° 0- 2 0 0 Soft Dedduous 12-24° a 2 0 0 Conft 12-24'(<12°dbh) 0 2 Q 0 0 Cat A trees total= 0, TREE MiTIGATlt3N= O Categmy B Trees QUANTITY OF MITIGATION TREES PROVIDED= 0 Category B Trees Balance of mitigation trees to be fulfilled= 0 Category B Trees Cash equivalent due to fulfill tree mitigation= $0 Yue HVAC Load Calculations for Leading Edge PO Box 812 Hudson,WI 54016 pigmlpft It RHVACREwIlDawrUSI. KVAC LoAm Prepared By: Richard Young Anderson Heating 1446-7th St. Houlton,WI 54082 715-549-6297 Monday,October 03,2022 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. Rhvac-Resldentlal&Ught Commercial HVAC Loads, Elite Software Development,Inc. Anderson He ng,Inc. Yue Houlton WI 64082 Page 2 Pro ect Report ;:C3�11 Wnformation< Project Title: Yue Designed By: Richard Young Project Date: October 3, 2022 Project Comment: Client Name: Leading Edge Client Address: PO Box 812 Client City: Hudson,WI 54016 Company Name: Anderson Heating Company Representative: Richard Young Company Address: 1446-7th St. Company City: Houlton,WI 54082 Company Phone: 715-549-6297 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor. 0.970 Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adj. Factor. 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter -15 -12.38 100% 30% 72 29.40 Summer. 88 72 47% 45% 75 36 .... . ..:.: Total Building Supply CFM: 1,984 CFM Per Square ft.: 0.280 Square ft. of Room Area: 7,089 Square ft. Per Ton: 1,319 Volume(ft')of Cond.Space: 61,533 Total Heating Required Including Ventilation Air. 148,171 Btuh 148.171 MBH Total Sensible Gain: 42,788 Btuh 66 % Total Latent Gain: 21,730 Btuh 34 % Total Cooling Required Including Ventilation Air. 64,519 Btuh 5.38 Tons(Based On Sensible+Latent) N bt 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:1...\Leading Edge-Yue-10-3-22.rhv Monday. October 03. 2022 wn5 AM Rhvac-Residential&Ught Commercial HVAC Loads Elite Software Development,Inc. Anderson Heating,Inc. Yue Houlton WI 54082 page 3 Load Preview Report Ne ft.� S Net Son Htg Clg yAl Scope _---_-^ _.-- -- -v--! Ton T /Toq Are Gaf Gffi -- Gal Loss I S ize III l CFM Ducl CFM CF Building 5.38 1,319 7,089 42,788 21,730 64,519 148,171 1028 1,979 1984 System 1 3.00 1,606 4,821 25,438 10,590 36,028 85,958 1,123 1,179 1,179 12x1 Ventilation 275 1,426 1,701 2.061 Duct Latent 465 465 Humldiflcation 4,037 Zone 1 4421 25,163 8,699 33.862 79.860 1,123 1,179 1.179 12x1 1-Basement 2,391 7294 2,613 9907 32,112 452 342 342 1-0 2-Main Floor 2,430 17,869 6,086 23,955 47,748 671 837 837 1-1 System 2 2.37 955 2268 17,351 11,141 28,491 82,213 805 800 805 0 Ventilation 275 1,426 1,701 2,061 Duct Latent 461 461 Humidification 2,805 Zone 1 2268 17,076 9253 26,329 57,346 805 800 805 32nd Floor 2268 17,076 9253 26,329 57,346 805 800 805 1-0 CA...leading Edge-Yue-10-3-22.rhv Mnnciav C)&ntwr nA 7m,> a-ng;AM Rhvac-Resident.al&Light Commercial HVAC Loads Elite Software Development,Inc. .92k Anderson Healing,Inc. YUO I Houlton.WI 64082 Eno 4 Total Budding. Summary Loads S11"n A. ........ .. t imp, Double hung: Glazing-Double hung Window, ground 740.1 19,316 0 17,649 17,649 reflectance=0.23, outdoor insect screen with 100% coverage, u-value 0.3, SHGC 0.32 11 P: Door-Metal-Polyurethane Core 96.6 2,436 0 672 672 15BO-10sf-10:Wall-Basement . R-10 board Insulation to 1148 4,895 0 0 0 floor, no interior finish, 10'floor depth 12F 1-Osw. Wall-Frame, R-21 open cell 1/2 lb. spray foam 801.8 4,535 0 693 693 Insulation in 2 x 6 stud cavity, no board Insulation, siding finish,wood studs 12F-Osw.Wall-Frame, R-21 insulation in 2 x 6 stud 3245.5 18,353 0 2,806 2,806 cavity, no board Insulation, siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 2440 4,245 0 2,342 2,342 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 2391 5,200 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-c: Floor-Over open crawl space or garage, 39 119 0 11 11 Passive, R-30 blanket insulation, carpet covering 2013-30-v'. Floor-Over open crawl space or garage, 202 615 0 57 57 Passive, R-30 blanket Insulation,vinyl covering Subtotals for structure: 59,714 0 24.230 24,230 People: 5 1,000 1,150 2,150 Equipment 500 1,200 1,700 Lighting: 0 0 0 Ductwork: 10,520 926 4,607 5,433 Infiltration:Winter CFM: 721, Summer CFM:692 66.972 16,452 9,603 26,055 Ventilation:Winter CFM: 120, Summer CFM: 120 4,123 2,852 549 3,402 AED Excursion: 0 0 1,548 1,648 Humidification(Winter) 18.66 gaYda.y: 6,842 0 0 0 Total Building Load Totals: 148,171 21,730 42,788 64,519 I Che&*-..Fldutet3; Total Building Supply CFM: 1,984 CFM Per Square ft.: 0.280 Square ft. of Room Area: 7,089 Square ft. Per Ton: 1,319 Volume(fi:3)of Cond. Space: 61,533 [Building:L,"O"'a*dii..,,-*`,'..,..-.',, Total Heating Required Including Ventilation Air. 148,171 Btuh 148.171 MBH Total Sensible Gain: 42,788 Btuh 66 % Total Latent Gain: 21,730 Btuh 34 % Total Cooling Required Including Ventilation Air. 64,519 Btuh 5.38 Tons(Based On Sensible+Latent) 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. Q%...\Leading Edge-Yue-10-3-22.rhv Mondav- October 03 91399 A.135 AM Rhvac-Residential&Light Commercial.HVAC Loads Elite Software Development,Inc. Anderson Heating,Inc. AS YUS Houlton WI 54082 W Page 5 S stem 1 Main Floor Summar y Loads n,Y .,.['.Y....SSA �4.. ... ...,...1.:...:....t,u,.7r ,n,k ....,.. ............. .r. .*4'i.r.,.an Y.a Double hung: Glazing-Double hung Window, ground 518 13,520 0 11,981 11,981 reflectance=0.23, outdoor insect screen with 100% coverage, u-value 0.3, SHGC 0.32 11 P: Door-Metal-Polyurethane Core 76.6 1,932 0 533 - 533 15BO-1Osf--10:Wall-Basement, , R-10 board insulation to 1148 4,895 0 0 0 floor, no interior finish, 10'floor depth 12F1-0sw:Wall-Frame, R-21 open cell 1/2 Ib. spray foam 801.8 4,535 0 693 693 Insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs 12F-Osw:Wail-Frame, R-21 insulation in 2 x 6 stud 1703.5 9,633 0 1,472 1,472 cavity, no board insulation, siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 172 299 0 165 165 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 2391 5,200 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-c: Floor-Over open crawl space or garage, 39 119 0 11 11 Passive, R-30 blanket insulation,carpet covering Subtotals for structure: 40,133 0 14,855 14,855 People: 2 400 460 860 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 5,289 465 2,256 2,720 Infiltration:Winter CFM: 371, Summer CFM: 349 34,438 8,299 4,844 13,143 Ventilation:Winter CFM:60, Summer CFM:60 2,061 1,426 275 1,701 AED Excursion: 0 0 1,548 1,548 Humidification(Winter) 11.01 gal/day: 4,037 0 0 0 System 1 Main Floor Load Totals: 85,958 10,590 25,438 36,028 Supply CFM: 1,179 CFM Per Square ft.: 0.245 Square ft. of Room Area: 4,821 Square ft. Per Ton: 1,606 Volume(ft')of Cond. Space: 43,389 S.stem:L+ ad sis Total Heating Required Including Ventilation Air. 85,958 Btuh 85.958 MBH Total Sensible Gain: 25,438 Btuh 71 % Total Latent Gain: 10,590 Btuh 29 % Total Cooling Required Including Ventilation Air. 36,028 Btuh 3.00 Tons(Based On Sensible+Latent) Notes. .:. 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:\...\Leading Edge-Yue-10-3-22.rhv Monday. October 03. 2022. 9:n5 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developmen%I Anderson Heating,Inc. Yue Houbn.N 64082 Page 6 FS-Ystem 2Copy of Main Floor Summary Loads De dttny "a ........ -.57 71 AW Double hung: Glazing-Double hung Window, ground 222.1 5,796 0 5.668 5.668 reflectance=0.23,outdoor insect screen with 100% coverage, u-value 0.3, SHGC 0.32 11 P: Door-Metal-Polyurethane Core 20 504 0 139 139 12F-Osw.Wall-Frame, R-21 Insulation in 2 x 6 stud 1542 8,720 0 1,334 1,334 cavity, no board insulation,siding finish,wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 2268 3,946 0 2,177 2,177 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 20P-30-v: Floor-Over open crawl space or garage, 202 615 0 57 57 ..Passive, .R.-.3.0,blanket.insulation,. vinyl covering Subtotals for structure: 19,581 0 9,375 9,375 People: 3 600 690 1,290 Equipment Soo 0 Soo Lighting: 0 0 0 Ductwork: 5.231 461 2,252 2,713 Infiltration:Winter CFM: 350, Summer CFM: 343 32,534 8,153 4,759 12,912 Ventilation:Winter CFM:60, Summer CFM:60 2,061 1,426 275 1,701 Humidification(Winter)7.65 9pl/d 2,805 0 0 0 System 2 Copy of Main Floor Load Totals: 62,213 11,141 17,351 28,491 I 'Che Eldores Supply CFM: 805 CFM Per Square ft.: 0.355 Square ft. of Room Area: 2,268 Square ft. Per Ton: 955 Volume(ft3)of Cond. Space: 18,144 777771 I 11b.rad Total Heating Required Including Ventilation Air: 62,213 Btuh 62.213 MBH Total Sensible Gain: 17,361 Btuh 61 % Total Latent Gain: 11,141 Btuh 39 % Total Cooling Required Including Ventilation Air. 28,491 Btuh 2.37 Tons(Based On Sensible+Latent) 7777777, 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. CA...11-eading Edqe-Yue-10-3-22.rhv Mnrtdav nrtnhAr 1113 >= a-nti ARA New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shag be posted on or in the electrical distribufionertificate Pos panel Date C Place your Mailing Address of the Dwelling or Dwelling Unit City logo here Eagan Name of Residential Contractor MN License Number Leading Edge Contracting, LLC BC 708474 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check Ail That Apply X Passive(No Fan) or other system monitoring Location(or future location)of Fan: fa aAttic o � � G Insulation Location z v O w `o Lm Lm E v ti 1. z r P i2 ti 2 i i Other Please Describe Here Below Entire Slab X Foundation Wall 10 X Perimeter of Slab on Grade 10 x Rim Joist(1st Floor) 20 X Rim Joist(2nd Floor+) 20 x Wail 21 X Cuing,flat 49 X Celang,vaulted X Bay Windows or cantilevered areas 30 x Floors over unconditioned area 30_Lx Describe other Insulated areas Building envelope air tightness: Duct system airtightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(exdudes skylights and one door)U: 10.30 1 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 10.30 8111-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manufacturer Bryant AO Smith Bryant 113owered interlocked with exhaust device. Model 912SD80100E21 ENL40 113ANA036 Describe: Input in 100,000Capadty 140 Output 3 Other,describe: Rating or Size BTUS: in Gdons: in Tons: AFUE or 92%, s0 SEER 13 Location of duct or system: Efdency HSPF% R Heating Loss Heating Gain Cooling Load Residential Load Calculati 85,958 36,028 Urn's °round duct OR MECHANICAL VENTILATION SYSTEM Basement&Main Level °metal duct Describe any additional or combined heating or cooling systems U 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 112assive X Heat Recover Ventilator(HRV) Capad in dhis: Low: 165 High: 1150 10ther,describe: Energy Recover Ventilator(ERV)Capacity In cfms: Low High: Location of duct or system: Balanced Ventilation capacity in cams: Location of fen(s),describe: 100 Cfm's Capacity continuous ventilation rate in ctms: a "round dud OR Total ventilation(Intermlttent+continuous)rate in cfrns: °metal dud dL L-00 Ventillation, Makeup and Combustion Air Calculations Submittal Form For Novi Dwellings Site address Date to—3-D. Contractor SG 6All rl iL6 I Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— q $ Total required ventilation ( �d finished or unfinished) Number of bedrooms Continuous ventilation (q Directions-Determine the total and continuous ventilation rate by elther using Table N1104.2 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 Totav Totav Total/ Total/ Totav Total/ (ins .ft.) continuous continuous continuous continuous 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 155x18 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145113 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 1 170/85 185/93 200/100 215/108 5501-6000 150175 185/83 180/90 1 195/98 210/105 1 225/113 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. For heat recovery ventilators(HRV)and energy recovery ventila-tors(ERV)the average hourly ventilation capacity must be determined 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 Cfm,shall be provided, on a con-tinuous 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. 1 i Section B I b �A F,\1Ventilation Method Choose either balanced or exhaust Eaalanced,HRV(Heat Recovery Ventilator)or ERV(Energy [a�ftaust only(Continuous tan rating In cIm) Recow ery Ventilator)—cfm of unit in low must not exceed continuous venni-lation rating by more than 1000/6. Low : /l 5 High dm: Continuous fan rating In atm(capacity must not exceed 0 O continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high clfin amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, If the low cfm Is 40 cfrn,the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions -The ventilation fan schedule should describe what the fan is for, the location,cfm,and whether If Is used for continuous or intermittent ventilation. The fan that Is chose for continuous ventilation must be equal to or greater than the ow cfm air rating and less than 100%greater than the continuous rate. (For instance, If the low cfm Is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that Is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and Intermittent ventilation. There should be adequate detail for plan reviewers and Inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,Indicators and legends. If an ERV or HRV is to be Installed,describe how ft will be installed.If it will be connected and Interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions.If the Installation Instructions require or recommend the equipment to be Interlocked with the air handling equipment for proper operation,such Interconnection shall be made and described. C-YV p►l. 12Au� o I VJ'r o PJ 51-odl;t, N xip--. INTb A/fi10 ?L-rule-0 -b\jGTe l3'C-oAN LATE =I'evc14 CPT'goG. 2 Section E Make-up air U Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: Location of duct or system ventilation make-up air:Determined from make-up air opening table CfmI I Size and type(round,rectangular,flex or rigid) Directions-In order to determine the makeup air, Table 501.3.1 must be fllled 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 IMC 501.3.3. Please note, if the makeup air quantity Is negative, no additional makeup air will be re-quired 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 last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. 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 ca lions) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or an appliance or vented gas or oil applian appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. a)pressure factor(dWO) 0.15 0.09 0.06 0.03 b)conditioned fkmr area(sf) , 1 (Including unflnished basements) LA B a 1 Estimated House Infiltration(cfrnk ' Ila x1b] 2? 2.Exhaust Capacity a)continuous exhaust-only ventilation system(dm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(riot applicable H recirculating system or if powered makeup air is electrically interlocked and match to exhaust) D d)80%of next largest exhaust rating (dm); bath tan typically(not Not applicable ff recirculating system or If powered makeup air is electrically Applicable Interlocked and matched to exhaust) Total Exhaust Capacity(cfm); Re+2b+2c+2d] y S 3.Makeup Air Quantity(dm) a)toted exhaust capacity(from above) Ll S 5 b)estimated house infiltration(from ^Z 3 �r Makeup Air Quantity(cunt 13a—3b](if value Is negative,no /� mak air Is need (, 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column ff there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there Is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may 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 all appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 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 all vented gas or oil Dud appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D 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 6 Passive opentng 110-163 67-100 47-69 29-42 6 Passive opening— 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-136 62-83 8 Passive opening w/motor damper 318-419 196-258 136-179 84-110 9 Passive aliening w/motorized damper 420-639 259-332 180-230 111-142 10 Passive opening 540-679 333-419 231-290 143-179 11 w/motorized dam r Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal dud is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight dud allowable. B.If flexible dud Is used,Increase the duct diameter by one inch. Flexible duct shalt be stretched with minimal sags. Compressed dud 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 shall be electrically Interlocked with the largest exhaust system. Section F Combustion 0 Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix Imo..Worksheet E-1) Slee and type O 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-1 (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. 4 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 41s required to be tilled out IFGC Appendix E Worksheet E-1—Residential Combustion Air Calculation Method for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance informallom Fumace/Boiler. raft Hood []Fan Assisted Irect Vent Input: too, 000 Btuihr or Power Vent Water HeaterE331 raft Hood �an Assisted �irect dent Input: LAO, u 6 U Btu/iv 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: (ZCI b ft' L x W x H L I?- W 11- H g Step 3:Determine Air Changes per Hour(ACH)l Default ACH values have been incorporated Into Table E-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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btuihr 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)is less then TRV then go to STEP 6. 413.Known Air Infiltration Rate Q(AIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btuihr input of all fan-assisted and power vent appliances Input: 0 O d Btu/tu Use Fan-Assisted Appliances column in Table E-1 to find RVFA3 O 0 0 f Required Volume Fan Assisted(RVFA) ' Total Btuihr Input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column In Table E-1 to find RVNFA: —� ft Required Volume Natural draft appliances(RVNDA) Total Required Volume 07M=RVFA+RVNDA TRV= 3 oT o o + _ 3. 0 0 0 TRV R' If CAS Volume Omm Ste 2 is greater than TRV then no outdoor openings are needed,if CAS Volume ftm Ste 2 Is less than TRV then go to STEP 8. Step b:Calculate the ratio of available Interior volume to the total required volume. Ratio=CAS Volume(from Step 2)dhrlded by TRV(from Step 4a or Step 4b) Ratio=_a-4—IP /300p a AS Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- •4 3 = . 5-- Step 7:Calculate single outdoor opening as If all combustion air is from outside.Total Btu/hr Input of all Combustion Appliances in the same CAS Input n C)o Btuihr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Stuft divided by 3000 Btu/hr per Int CAOA= 0 bQ 0 3000 Btuihr per IW_ .?J�r in' Step 8:Calculate Minimum CAOA Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13 .3 3 x . 5 :� _ 1 in' Step 9:Calculate Combustion Air , Opening Diameter(CAOD): CAOD=1.13 mu/tlplled by the square root of Minimum CAOA CAOD=1.13 d Minimum CAOA= 3• I in.diameter go up one Inch In size If using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures In Section 6304. 5 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shag be posted on or In the electrical distribution r ate Certificate PoW panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here Eagan Name of Residential Contractor MN License Number Leading Edge Contracting, LLC BC 708474 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check Ali That Apply X Passive(No Fan)..," nuuvv%VVjU o orothersystem monitoring S. m m Location(or future location)of Fan: a $ m E 0 �, c CL CJ c a Insulation Location � ? m v LM LM Em v v I. z ti a i Other Please Describe Here Below Entire Slab X Foundation Wall X Perimeter of Slab on Grade X Rim Joist(1st Floor) X Rim Joist(2nd Floor+) 20 X Wall 21 X CeTung,flat 49 X Ceiling,vaulted X Bay Windows or cantilevered areas 30 X Floors over unconditioned area 30 X 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 Wghts and one door)U: 0.30 Not applicable,all duds located M conditioned space Solar Heat Gain Coefficient(SHGC): 10.30 8JR-value MECHANICAL SYSTEMS (2nd Level) Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural Gas Electric Electric Passive Manufacturer 113ryant AO Smith Bryant lPowered Interlocked with exhaust device. Model il=4808007 ENL40 113ANA030 Describe: Input in SUM Capacity 140 Output 2.5 Other,describe: Rating or Size �BTUS: in Gagons: In Tons: AFUE or 92% 60 SEER 13 Location of duct or system: Efficiency HSPF% I (EER Heating Loss Heating Gain Cooling Load Residential Load Calculati 62,213 28,491 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM (Basement&Maln Level) "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 meth.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity In cfms: Low 55 High: 150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: 100 Cfm's Capacity continuous ventilation rate In cams: 6 °round duct OR Total ventilation(Intermittent+continuous)rate in cans: °metal duct Ventilation, Makeup and Combustion Air Calculations Submiffal Form For Nov Dwellings Site address Date Contractor Completed By& O CAA t� o Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— Total required vendiadon I 1 finished or unfinished) "A a 1. Number of bedrooms 3 1 Continuous ventilation 5 7 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates an cfm Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (insq.ft.) continuous continuous continuous continuous 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 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501.6000 1 150/75 1 165/83 1 180/90 1 195/98 210/105 1 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(ch) 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. For heat recovery ventilators(HRV)and energy recovery venula-tors(ERV)the average hourly ventilation capacity must be determined 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 cfm,shall be provided, on a con-tinuous 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. 1 Section B 116 �1 t7R V�1 Ventilation Method 9 1T Choose either balanced or exhaust Ualanced,HRV(Heat Recovery Ventilator)or ERV(Energy [�xhauat only(Continuous fan rating In cfm) ecov-ery Ventilator)—cfm of unit in lows must not exceed continuous vents-lation rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed s(� continuous ventilation rating by more than 100°/x) Directions -Choose the method of ventilation,balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions -The ventilation fan schedule should describe what the fan is for, the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that Is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For Instance,if the low cfm Is 40 cfm,the continuous ventilation tan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that Is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and Intermittent ventilation. There should be adequate detall for plan reviewers and Inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if exhaust fans are used for building ventilation,describe the operation and location of any controls,Indicators and legends. If an ERV or HRV is to be Installed,describe how it will be installed.If It will be connected and interfaced with the air handling equipment,please describe such connections as detailed In the manufactures'Installation instructions.If the Installation Instructions require or recommend the equipment to be Interlocked with the air handling equipment for proper operation,such Interconnection shall be made and described. C&1'J—% LPL— -D�V-AW -FGt{JT Gti lN-ro MN 2 Section E Make-up air Passive (diterAlned from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: Location of duct or system ventilation make-up air.Determined from make-up air opening table Cfm Size and type(round,rectangular,flax or dgid) 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 IMC 509.3.3. Please note, If the makeup air quantity Is negative,no additional makeup air will be re-quired 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 last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. 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 atmosphedc* vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil applianew appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Col D 1. a)pressure factor(dWsf) 0.15 0.09 0.06 0.03 b)conditioned floor area(so (including unfinished basements) Estimated House In iitration(cfm� 3 1a x 101 2.Exhaust Capacity a)continuous exhaust-only ventilation system(c fm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)800/a of largest exhaust rating(cfm); Kitchen hood typically(not applicable 9 recirculating system or If powered makeup air is electrically interlocked t L and match to exhaust) T d)80%of next largest exhaust rating (cirri); bath fan typically(not Not applicable if recirculating system or If powered makeup air Is electrically Applicable Interlocked and matched to exhaust) Total Exhaust Capacity(cru); 12a+2b+2c+2d] tel 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) q bad;aced house infiltration(from 3 4 Makeup Air Quantity(dm); 13a—3b](if value is negative,no makeup air is needed) t 4.For makeup Air Opening Sizing, —7— 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 combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may 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. 3 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 off vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive openina 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 233-317 144-195 100-135 62-83 8 Passive opezed ing damper wlmotorized da318-419 196-258 136-179 84-110 9 Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening wlmotarized damper 540-679 333-419 231—290 143-179 11 Powered makeuo air 1 >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 dud 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 shall be electrically interlocked with the largest exhaust system. Section F Combustion Not requited per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type Other,describe: Explanation -►f 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-1 (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. 4 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 Alopenclix E.Worksheet E-1-Residential Combustion Air Calculation Method for Furnace,Boiler and/or Water Heater In the Same Space) Step 1:Complete vented combustion appliance Intormadon. Fumace/Boiler. EDDraft Howl Fan Assisted b9l)irect Vent Input:a�0, U O 0 Btu/hr or Power Vent Water Heater. raft Hood C!kan Assisted [:]Direct Vent Input: 4o 000 Bhft or Power Vent IF 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. q CAS volume:— 110 ft3 L x W x H L It W It H $ Step 3:Determine Air Changes per Hour(ACH)l Default ACH values have been incorporated into Table E-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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hu input of all combustion appliances Input: Btuliu Use Standard Method column in Table E-1 to find Total Required TRV: Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)Is less than TRV then go to STEP 8. 4b.Known Air Infiltradon Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/ty Input of all fan-assisted and power vent appliances Input: 401 u 0 0 Bkft Use Fan-Assisted Appliances column in Table E-1 to find RVFA: So 000 fe Required Volume Fan Assisted(RVFA) Total Btu/hr Input of all Natural draft appliances Input f6 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 1t' Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)-RVFA+RVNDA TRV boo S9 30000 TRV fe if CAS Volume from Ste 2 is greater than TRV then no outdoor openinas are needed.If CAS Volume from Ste 2 Is less than TRV then go to STEP& Step S.Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)dh4ded by TRV(from Step 4a or Step 4b) Ratio=_qa / ov = a 3 Step 8:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- .37/ __ • IOjj Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr Input of all Combustion Appliances In the same CAS Input t) 000 Btulh (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in' CAOA= x-10 p U U /3000 Btu/hr per ins= 13 • 3 3 in' Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA mult/plled by RF Minimum CAOA= t 3.$ x s 10 $ = q, o(o 0 Step 8:Calculate Combustion Alr Opening Diameter(CAOD� CAOD=1.13 muldppad by the square root of Minimum CAOA CAOD=1.13 J Minimum CAOA= 3.3 in.diameter go up one Inch in size If using flex dud 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures In Section G304. 5 Job Truss Truss Type Qty Ply I Roof 321990-A F30 Floor Supported Gable 1 1 Job Reference(optional) Villaume Industries,St Paul,MN Run:8.53 S Apr 27 2022 Print 8.530 S Apr 27 2022 Mrrek Industries,Inc.Fri Oct 1415:54:43 Page:1 ID:5Dv_gW24j14FclKwTZOkBpyU6HI-vZ1 rBT7RT3AuGUFF6gy5cwL?IHxbgZbDebv79vyTSDg L� . _ oma +t' t✓�C 0111$ 14- 2-1-8 I 3-4-0 1 4-8-0 1 6-0-0 I 14-8-12 I1I0 4 0-1-8 2-0-0 1-2-8 1-4-0 1-4-0 8-8-12 0-1-8 5x8= 1.5x5= 3x4 0 3x4 a 4x4 a 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 o a� 4� B s n N N �A O 6--6 23 22 21 20 19 18 17 16 15 14 13 5x12- W 3x4a 3x4= 1.5x5- 3x4 a 0-1-8 ll 2-0-0 1 14-10-4 I 0-1$ 1-10-8 1 12-10-4 Scale=1:31.3 Plate Offsets(X,l): [1:Edge,0-1-8],[3:0-1-8,Edge],[5:0-1-8,Edge],[24:Edge,0-1-8],[25:0-1-8,0-0-12],[26:0-",0-0-12] Loading (psf) Spacing 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horiz(TL) 0.00 13 We n/a BCDL 5.0 Code IRC2018/TPI2014 MatrixS Weight:69 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 DF 24GOF 2.0E or 2x4 SP 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2(flat) except end verticals. WEBS 2x4 SPF Stud(flat)*Except*W2:2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF Stud(flat) 6-0-0 oc bracing:22-23,21-22. REACTIONS All bearings 12-10-4. (lb)-Max Uplift All uplift 100(lb)or less atjoint(s)except 20=299(LC 1), 22=277(LC 1) Max Grav All reactions 250(lb)or less at joint(s)13,14,20,22 except 15=299(LC 4),16=286(LC 1),17=289(LC 2),18=290(LC 1), 19=289(LC 2),21=273(LC 4),23=3531(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 24-25=0/1046,25-26=0/1083,1-26=0/1070,1-2=0/2446,2-3=0/2443,3-4=0/1339,4-5=0/566 BOT CHORD 22-23=1339/0,21-22=566/0 WEBS 2-23=-132/0,1-23=3040/0,3-22=91/1055,4-21=193/507,5-20=208/307,6-19=278/0,7-18=279/0,8-17=278/0, 9-16=275/0,10-15=287/0,3-23=1664/0,4-22=1111/0,5-21=-815/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.54 MT20 unless otherwise Indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 Ib uplift at joint 22 and 298 Ib uplift at joint 20. 6) Non Standard bearing condition. Review required. 7) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 9) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Ib/ft) Vert 113-24=-8,1-112=208 Concentrated Loads(lb) Vert 24=1088,1=576 Job Truss Truss Type Qty Ply Roof 321990-A F31 Floor 1 11 1 Job Reference(optional) Villaume Industries,St Paul,MN Run:8.53 S Apr 27 2022 Print 8.530 S Apr 27 2022 Mrrek Industries,Inc.Fri Oct 1415:54:44 Page:1 ID:?DPCfRQXnngVe4117ycEBAyU6Ra-vZ1rBT7RT3AuGUFF6gy5cwL?iHtXgXZDebv?9vyTSDg 0111-8 2-1-8 I 4-8-0 1 7-2-0 1 9-8-0 I 12-2-0 1 14-8-12 14111 0-1-8 2-0-0 1 2-6-8 1 2-6-0 1 2-6-0 2-6-0 1 2-6-12 0111-8 5x8- 1.54- 1.5x5= W 3x6= 3x4= 4x4= 1.54 s 1.50 a 1 2 3 4 5 6 7 Q L Q "r o `Y •— d� B r N N P d c 8 10 9 11 US 5x12° 440 3x6= 1.525= 3x4 n Ti 2-0-0 21 12 14-104 0-1-8 1-10-8 0-2-12 12-7-8 Scale=1:31.3 Plate Offsets MY): [1:Edge,0-1-8],[3:0-1-8,Edge],[10:0-1-8,Edge],[12:Edge,0-1-8],[13:0-1-8,0-0-12],[14:0-1-8,0-0-12] Loading (psf) Spacing 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.05 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.08 9-10 >999 240 BCH 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.02 8 Na n/a BCDL 5.0 Code IRC2018/TPl2014 Matdx-S Weight:68 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.OE(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2(flat) except end verticals. WEBS 2x4 SPF Stud(flat)`Except*W2:2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF Stud(flat) REACTIONS Ob/size) 8=253/0-5-8,(min.0-1-8),11=3345/0-5-8,(min.0-211) Max Grav 8=565(LC 4),11=3345(LC 1) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=011048,13-14=0/1085,1-14=0/1072,1-2=0/3101.2-3=0/3103,3-4=-683/1604,4-5=1250/0,5-6=1250/0 BOT CHORD 10-11=1604/683,9-10=548/1165,8-9=0/862 WEBS 1-11=3834/0,6-8=974/0,6-9=206/443,4-9=0/741,410=1206/0,3-10=0/605,3-11=1707/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss Is designed In accordance with the 2018 International Residenflal Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 3) Load easels)1 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION,Do not erect truss backwards. 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)933 Ib down at 0-3-0 on tap chord. The design/selection of such connection device(s)Is the responsibility of others. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(lb/ft) Vert:8-12=-8,1-7=-88 Concentrated Loads(lb) Vert:12=1088,1=1 125 Job Truss Truss Type Qty Ply Roof 321990-A F32 Floor 1 1 Job Reference(optional) Vlllaume Industries,St Paul,MN Run:8.53 S Apr 27 2022 Print 8.530 S Apr 27 2022 Mrrek Industries,Inc.Fri Oct 1415:54:44 Page:1 ID:nUEvhVjCpdiUw3r54dKGgDyU6B]-NmaEPp83EMlluagRMTK88uAShDmPOrNtFeYiLyTSDf 011-0 2-1-8 I 4-8-0 I 7-2-0 I 9 8 0 I 12-2-0 _ I 14-8-12 14111 0-1-8 2-0-0 2 -6-8 2-6-0 2-6-0 2-6-0 2-6-12 II 0-1-8 5x8- 1.54- 1.5x5- 3x4 s 3x4= 3x4= 4x4- 1.54 a 1.54 a 1 2 16 3 4 5 6 7 o rn o rn qq a r a �P 4 X0!) m0 a- e C7 r� 8 O o 10 9 11 3x6= 5x12- 4x4- 3x6_ 1.5x5- 3x4 0 0-1i-0 2-0-0 2-2-I 2 14-10-4 - I 0-1-8 1-10-8 0-2-12 12-7-8 Scale=1:31.3 Plate Offsets(X,1): [1:Edge,0-1-8],[3:0-1-8,Edge],[10:0-1-8,Edge],[12:Edge,0-1-8],[13:0-1-8,0-0-12],[14:0-1-8,0-0-12] Loading (psf) Spacing 1-7-3 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.05 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.08 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight 68 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 DF 240OF 2.0E or 2x4 SP 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2(flat) except end verticals. WEBS 2x4 SPF Stud(flat)*Except*W2:2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF Stud(flat) REACTIONS (Ib/size) 8=319/0-5-8,(min.0-1-8),11=2995/0-5-8,(min.0-2-0) Max Grav 8=563(LC 4),11=2995(LC 1) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=0/1049,13-14=0/1086,1-14=0/1073,1-2=0/2486,2-16=0/2490,3-16=0/2490,3-4=-66311126,4-5=1242/0, 5-6=1242/0 BOT CHORD 10-11=1126/663,9-10=185/1154,8-9=0/858 WEBS 2-11=414/0,1-11=-3074/0,6-8=970/0,6-9=70/438,49=0/604,410=1074/0,3-10=0/542,3-11=1553/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 3) Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Ib/ft) Vert 8-12=-8,1-16=208,7-16=88 Concentrated Loads(lb) Vert:12=1088,1-576 12/13/2022Supplemental information afterforms(walls) were installed toverify side setback. See surveyemail from 12.8.22 3650 Woodthrush Ct Email sent to contractor, from surveyor, to accompany 12-8-22 Survey 12/13/2022