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Permits - Permit# SP-2021-00100 - 4467 Lafayette Lane - 1/24/2022City of Spring Park Permit -� CITY OF �SP RCjPVs�Z h4INPAISO IA To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00100 Issue Date: 1/24/2022 Zoning Type: RESIDENTIAL Use Type: IRC-3 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM-4:30PM ♦ NO HOLIDAYS Site Address: 4467 LAFAYETTE LANE, SP, MN 55384 Description: New Townhouse Construction Permit Granted To: ADOR LLC Homeowner's Name: ROLAND GROTH Phone Number: Parcel #: 1911723210056 Fees (6) Permit Type: BLDG - New Construction Residential Permit Exp: 5/17/2022 Valuation: $1,250,000.00 Keceipt A Product Sale Date Quantity Date Paid Status Pmt Info Amount 14777 Res Site Inspection 11/18/2021 1.00 1/24/2022 Paid American Express: ****-********1003 $50.00 14777 License Lookup 11/18/2021 1.00 1/24/2022 Paid American Express: ****-**** ****1003 $5.00 14777 SEC 11/18/2021 1.00 1/24/2022 Paid American Express: ****--**** ****1003 $750.00 14777 —Permit Fee 11/18/2021 1.00 1/24/2022 Paid American Express: ****-**** ****1003 $8,362.00 14777 State Surcharge 11/18/2021 1.00 1/24/2022 Paid American Express: ****--**** ****1003 $600.00 14777 Plan Review Fee 11/18/2021 1.00 1/24/2022 Paid American Express: ****-**** ****1003 $5,435.30 Total: $15,202.30 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2022 INSPECTION RECORD 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00100 Issue Date: 1/24/2022 SITE ADDRESS: 4467 LAFAYETTE LANE, SP, MN 55384 Description: PERMIT TYPE: BLDG - New Construction Residential New Townhouse Construction ZONE/USE TYPE: RESIDENTIAL IRC-3 APPLICANT: ADOR LLC OWNER: ROLAND GROTH No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Pcrmit Card (12) Inspection Inspector's Response Approval Date Comments or Corrections Required Site Inspection Required Footing Required Foundation: Poured Wall Required Foundation Pre-Backfill Required Radon Rough In Required Under -Slab: Soil Gas Retarder / Vapor Barrier Required Wall Bracing Required Framing Required Insulation & Vapor Barrier Required Wallboard (Fire -Rated Assemblies) Required Lath Required Final Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. CITY 4F SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2021-00100 Spring Park, MN 55384 © Handout Given Phone: 952-471-9051 Fax:' 952-471-9160 ❑ Lead Handout Given Routed to MNSPECT SITEADDRESS: A 4'oPID: I Q 37-1 U 1) Was the home constructed before 1970(YES o, continue with line 2, NO continue without completing EPA Section) 2) Will the woric disturb z6 sq ft of interior painted surfaces or z20 sq ft of exterior painted surfaces? (YES o go to line 4, NO ❑ line 3) 3) Are there any windows being replaced? (YES ❑, go to line 4, NO n continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES ❑, you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA Contractor Certification Number. NrT - (applies to contractor only) : v • PROPERTY OWNER , 4 Grrt Address: A A (o t3N LafQ L Le—c. City: n � f ., L State: M � zip: 6S3'5A Email: ks V Cc 1 `0 '�^ S �^ , C r► Contact Name: p :^^\tn-r^ Phone: (oil-Sajb 9'� * CONTRACTOR: `13 D R. LL- (_ 3 db `� S ,�-z is Address: C" : !L.-)-LCCA sk— State.+^ Zip: 'Ss 3 31 Phone: W-L S "Aa Fax: Contractor License No: 't-'lei (, ContaetName'"JIAJ ' Email: [tin . ARCHITECT: D c-')ZA C—�-' -Ay-" 3 �St hl Address city: State: M0 Zip: A`Ot Fax: gPhone- • Email: G( cd C. e,v� c3 eA -r'-z-- AZ,\ Contact Name wit 2,�-tr Phone: TO- AL j G1-r' TYPE OF WORK: ew Construction ❑ Deck _., o Pool ❑ Re -Roof Q Commercial esidential ❑ Change of Use ❑ Reta ' W . ' b Porch o Re -Side EST. VALUATION OF WORK ❑ Finish Basement old o Fence + $ " I CKIN-1 ❑ Remodel Fir prim ❑ Shed Square feet: 4 1,15�s ❑Addition Y3 ' ❑ FiEe ,lama ❑ Window/Door Replacement o Garage-Attached/D� plumbing -provide detail on Page 2 # being replaced_ o Acpessory Structure ❑ Mechanical -provide detail on Page 2 ❑ Misc Other Detailed Description of Wk�: Townhouse - ' Signature of this application by the legal property oviner or a licensed contractor, as the owner's representative, Is required and authorizes the Zoning Administrator or designee and the Building Ofricial or designee to enter upon the property to perform needed inspections. Entry maybe Without prior notice. I hereby acknowledge that I have read this application and state that all information is true and correct to the best of my knowledge. 1 further agree that all work performed will be in accordance with approved plans, specifications and conditions and to abide by all ordinances of the Municipality and the taws of the state or Minnesota regarding actions taken pursuant to thispermiL I agree to pay all plan review fees even Ir i choose not to proceed with the work. Permit expires when work It is not commenced within 190 days from date of permit,. or if work is suspended, abandoned, or notinspected for 180 days. Work beyond the scope of this permit. or work without a permit or Inspection. • will be subject to a penalty_ Noise Ordinance In Effect: MONDAY - FRIDAY B fore 7 a.m. and 10 p.m, WeekenndslHotidays before 7 a.m. and after 8 p.m. rafter SIGNATURE OF APPLICANT: DATE: PRINTED NAME.,�i r,-1,i { ' ^ ', +wri*i^ This is the signature of: ❑ Owner or Y.Qwners Representative OCCUP. TYPE: IRC-3 CONST. TYPE: N/A CODE: 2020 MRC BLDG SPRINKLED Yes No VALUATION: $ 1,250,000.00 Permit Fee: $ 8,362.00 WAC Charge: $ Plan Review Fee: $ 5,435.30 Sewer & Water Hook -Up: $ 1-0 State Surcharge: $ 600.00 Sewer & Water Disconnect: $ Site Inspection Fee: $ 50.00 Water Meter. $ S.E.C. Fee: $ 750.00 Muni SEfWA Fee: $ ,_� D • PO Investigation Fee / Other Fee: $ '`2 10 SAC Escrow: $2 485 Copy Charge ($25 per 8.5 xi page) $ Other. $ ? 3 ZO Lic ansc Check ($5)1 Lead Check ($5) $ 5.00 TOTAL DUE: $ ` N'N SUB -TOTAL $ 15,202.30 d: Commercial plans will be submitted to the Met Council Environmental Svcs Plumbing Fee (from Page 2) $ for determination. Escrow D U SAC payment will be required when permit is issued. If Mechanical Fee from Page 2 $ after Met Council review no SAC Is determined, escrow will be refunded in full. LL Special Conditions/Required Setbacks: w O Building Approval By f. DATE: 1 1 /17/2021 Printed Building Approval BT Nick Qualle pq License Verification o Lead Verification -Checked By. NQ City Approval B� 3 S DATE: ( � 0� Paid:,* �S b7,3oDate: ► Receipt No.b j�(obp 13 By: r !�-C' 5't=, bi►gg31Lp 51-7 311 o''7 a CITY OF SPRING PARK NEW CONSTRUCTION CHECKLIST SITE ADDRESS: 4467 Lafayette Lane PERMIT #: SP-2021-00100 THE INSPECTOR MUST BE MET AND ALL ITEMS MUST BE COMPLETED BEFORE CONSTRUCTION/EXCAVATION N/A Pass Fail ❑ ❑ ❑ Permit on site ❑ ❑ ❑ Address posted on site ❑ ❑ ❑ Locate and show property stakes and building pad stakes ❑ ❑ ❑ Setback Requirements L R Actual: Front: Rear: Side: Side: Required: Front: 30' Rear: 50' Side: 10, Side: 10' Other (corner/front/Lakeshore) ❑ ❑ ❑ Grading/drainage swales established away from neighboring structures ❑ ❑ ❑ Erosion control device established, where required/necessary ❑ ❑ ❑ Construction entrance ❑ ❑ ❑ Verify elevation of sanitary sewer service to low floor elevation ❑ ❑ ❑ Condition of water shut-off/service (mark with contractor's stake) ❑ ❑ ❑ Condition of curb and gutter abutting property to be built ❑ ❑ ❑ Condition of storm sewer grate abutting the property ❑ ❑ ❑ Curbs properly bridged for construction traffic ❑ ❑ ❑ Condition of trail way abutting the property (if applicable) ❑ ❑ ❑ Condition of light or other utility fixtures abutting the property (if applicable) ❑ ❑ ❑ Locate and show corrected soil area stakes (if applicable) ❑ ❑ ❑ Culvert inspection (if applicable) Signature of Municipality Official Date Signature of Site Contractor Date L:\_Building Inspection Services\Forms\Site Checklists\Spring Park Site Checklist.doc Revised May-2016 SURVEY INFORMATION PROVIDEDBY EXISTING CONENDITIONS SURVEY LEGAL DESCRIPTION: Lds9 ed 10. MINNETDNKA PARR, Hemepin Cmy, Mimnoti,.« ling to the pla«mepof reprd ALSO: Tut Pitt of the South 50 f of Govmmea W 8, Nation 18. T..hip 117 NOM, Rmge 23 WaL of Ha 5th Mmipel Mmdietk lying Wmt of the NP y exlmeim of de, Est lire of Int 9, Mimetonka Pitt, Hemepin Comity, Mimleaau, end lying EeiK of the Nonhedy extmaim of the Wmt line of W 10. Mimmta P.& Hemrepin county. Mitmeaote. SWsjcet to rntrictiom. co t, end eeumeds of recoil, iffy. LEOAL DESCRIPTION OF 44671AFAYETTE LANE: W 9, Min-" Park. HeMRk Caudy, Mi N,. Together wish thei pen of tut 10lying Eea ofNe Weil 45.5 f th.f. mcmued at rigN mgles to the Wnt line thereof,TogeO,er with Out pmofvmaed Mkute- AVmw .d also Out pen of Ole South 50 he, of Govemmem W 8, Sedim 19. TOwmhip 117. Rage 23. lying Weal of0,e Nonh and South ex iom dihe Fee line of mid W 10. The West line of mid tract iv slang and -gh Hi, cater Ofa anon.. will ed id Sanherly eaewion, of 2 edjovOr,g Wild'mga, s«ording 1. the re«dad plat th f, and 'I,., in Hem m - , Miranda S,meyola Nou: Pm die hee,,e n ad the Hnmepu, C-,Xy Aucam, subj--1 also include. the Eeet 20 fin of list 11 n shown. N. kgel leten i- dnaibmg ddv -1 wu -vided e1 the titre ofNe survey SCOPE OF WORK & QMFFATONS: 1. Showing OS Imgth and diredim of botmdery tires of Hw legs de<mption lined above. The scope of our '«+don not i«lude dmm�aing wha You ow4 which k e legs manor. Pleeu ch«k the legal description with yow r«mdv or coreult wiN «,r the legal crosaeb if ne WWv to make y It Out it k homed and tel mytmg Diofrecord, inchmea+e ibtm thayou wkh 10 be ireldd on Ne sway have been shown. 2. Showng the bcatim of obamed exiaing impovemm,s wedeemrle. he f«Ne survey. D. Selling survey ma,ken or verifying existing swwe Me f Dt.ie nublid, the «rr,en oedf., tit, 4. Showing and tag.d. in,pe ey h surface coverage of Ole Id for yow review and for H,e review of each gelb,e p ul , Ah Net mey have j,viedinim ova these regWrer,tmu to verify Hry m co,rectly vhown bef prcceeding with mwtr«tiw. 3. Nhewing elevaiore an the site et mledd I«dimu to give eome belieAtion of Hie topography of Ha site. We have .6. providd A benchnurk fp yow . in det.ficing elemtiore for c etian on Wie eiu. The elevaiop vh. relate only to We berehmark provided on thie survey. Use Hut be«hmurk end check et Ieett othm fee. shown on Ha survey whin det.m,,g othe, elevaiore for use on this Wile m bef begimin. ee-eii.e. 6. This survey hm be,,, completed witlaW die be„efd of a current title commihnem. Tore mey be existing _the, mmtmbrmcm Nat w Wd be reveled by a cumin title w,tmihnem. T ertfore. ,his survey doenot purport eoshow my easem f., dien.. e,,cpifi., mOrt orev shownhncon. T. While we show i preppsed location for Hda home w ddnion, we ere not m funiliu with you propped plain m yoµ yow erchit«L or the builder tie. Ravine ourpaopmed I«aion of tk improvemema and propped yard sadn carefully to verify that they mach yow piw bef it fi.g Hun begun. ,ieW we arc not m femilier �ffi w,N 1«el codes and minimtm tryui eceb,s p tlw I«d building and Aey jtzriek m this co he p,e, ere. Be sine 10 show Has survey i said ,eVibi or my other offciela IM1at mey havej,nididi« sera the propped mpmvm,nm and obtain they appovJa bef begimkng co,nhunian m plwing wgrovm,ew to the N W the B. Nde Out ell building dimereiop and building fie d'vnereiae to Hr property lima, ere akin from Hu aiding and or aucro fthe building •r Drawn bvet.-, maker. feted. ax odd. • < e, sae. mro ar n<r d dw aemwtim w. ,wlmmum mwran pl<mu<Jflvl mbilivaimhnbem mbliahetrdthm dull • hmnwd Sedwm,mm,d.m%hrtmmd meaanm,bwrhpnNm naemvemace.irybamue h,rylnd titan Se nca an. ­1 te sari d-awaav mq,mnm+tor m wrhoW m • u•ctrw a� mrMmmnrm c meJMk inn mmte,ard wnrrm we �mmro • Caamxtor+lull immll iris, Prnuc�m nedl eximp uop eewm mkmbaamlmewhhdm wy faded kmils. 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HSpdauwmmiWl h Jirymdof m Qadmce wM xffCA,qua,ovea • Cuvne wck wmMe AeHbenth pkvk lewd dhd uddtpmeolwmk,p radidwme. • MrtPiod r,waavry tom PHwid<�avmn�pucum. mla rvde8 mm�vtl dell4 clevwd myaandl h wimd dkly N if kema=O<Im Ira, Jepmimd Adult Pm�Phhpn If�amMmweda ry, vehicW Ibthre mw1 mNlrvh<ek dap 4 ckmd hfm eoury tleme nth rink ma ore dill hepplkd mduued tier mcmnoldm rn,dd. . dNNdti,a<d.nb.vkmem,.iurerm<ywrkm.aa.uhevtepe+lrm<io,.vmd. . I f it baomn nwavy m Pone Ih my nim dvh9 m,mPctio4 PmP Jedpg dell be w� de naclrpik am m tlw the dpubk dh fins eraW ,hm vm+an 6hatlwwmrbebe h Imrm deeh<. Tm Lwad dvllh vda8dpkrm Den 196noM lh dmuFud diaubeJua iwe iaofhmdmv mdagwiA Mnmde DePinmm, dTnmpmdm Ned Afanve Yt-III a Iro Ib/ame folbwd by covairy w id, spay m ukh. • Etmiencmntd meuleer Blown m,M arnim<meel Nenve d,eehda<miWmlm.Th anuxta duD M1r bef _Pleat h, hfve N_ m d emJ a sd m-r hwr am%dWlb prtpmly dais. Nut lydmg M Frtn amp ae4+d a1>edvgal.11 tr wpkkd b<IedvN uw amion corod slaters for aaparm. • Nlm mfuembliAd ah fmaWidm Psalm nJ dhrvmim annuldmiaadue hdiWm ofud ripen same allured wdkaah9 h ckuwd m add mdekvma tie that ue,vdm,mmr • C.wartaiuemwbp®trve du,ye demnwun?:+bps ev%Lm ptmO.M hdktig. k 1 •�°B@YBSL rs1C •t m12 ales¢ LAFA YETTE / LANE I6aWA JsrfRAF Ny, WAs° w �• Ayy EXISTING HARDCOVER PROPOSED HARDCOVER (4469) PROPOSED HARMOVER (4487) PROPOSED CONSINED HARDCOVER DRIVEYAAYS 2,388e 80. FT. HOSE 2,966 SG. FT. HOUSE 2,358 W. FT. PROPERTY 448T 5, 150 30. FT. SHALES 89 W. FT. FRONT PDRCH/STEP 134 SO. iT. H10NT PORCH/STEP 142 SG, FT, PROPERTY MM 4, 24. SU. FT. STEPS 31 80. FT, STICK PATIO 189a S0. FT. REAfl COVERED DECK REAR DECK STEPS 292 W. FT. 92 W. FT. REM SCREEN MACH REM DECK STEPS 288 8G. FT. 110 S0. FT, TOTAL PROPOSED HARDCOVER 9,399 Sq. Ft. FIREPLACE TO SG. FT. CONCRETE PADS SO 30. FT. CONCRETE PADS 25 GD. FT. MFA OF LOT TO O_ 24,498 Sq. Ft. DECK 95 S0. FT. DOCKS 52 SO. FT. ONIVENAY FIRE PIT I'— SO. FT. 10 SO. FT. DRIVEWAY DOCK I"" W. FT. 27 8a. FT. PERCENTAGE OF HARDCOVER TO LOT 3B.3h LAKE DECK 95 SO. FT. RETAINING WALL 4S s0. FT. TOTAL EXISTING HARDCOVER 2,880 Sq. Ft. AREA OF LOT 24,498 Sq. Ft. DOCK RETAIHIN3 WALL. 25 80. FT. 75 SO. FT. TOTAL PAD-ED H .ARM 4,'L49 Sq. Ft. AREA OF LOT TO OHNL 10, 753 Sq. Ft. PERCENTAGE OF KARDCOVER TO LOT 11.8! TOTAL MMSED NAROCOVER AREA OF LOT TO OHIIL 5,15E eq. Ft. 13,616 Sq. Ft. PERCENTAGE OF HARDCOVER TO LOT 39.A Nde: F.dp dprome dive ad brick Pilo PERCENTAGE OF HARDCOVER TO LOT 37.8! art beokrn up ad umrtd k inn. o Ka,F Z1 u° ts2 �\v- �IYI!li<YyesAi� unpP�a .�;�' - wseNa aFAatr - ANFA,a,V eIYA btI I a � I I O � I m \O V '�.1lMIL AI/sWA I N I i µ L6L^6N0 Il Ims `19cA1® IS, 9s/Hs/19s -A7yw 1M5 BLACK LAKE PA'OPYASJR roNTD//R -Am PROPOSED EIEVA DONS l4I67 & N89) FIRS FLOOR (SUB -FLOOR) = 94800 PAL2PCNSCJ • RXSJ TOP OF FDUNDA DON r 945.61e R WCR ARADA' - ALR.I RASEAIENT FLOOR = 957.1 E GrWAGE FLOOR = 947.5E -SF FOUNDATION VL 7RM RRYOPAL 0 REFER TOARCINDETAILS) DATE REV15KN -AS- DMNANOORIENTATION&SCALE CLIENT NAME I JOB ADDRESS I H,R°TOGA'O'AT116RAKRffiPATMWI DATESURVEYED: JUNE 15.2021 SHEET TITLE SHEEiS� 10-11-21 AOAISIED RO°t DEY. ! PROPOSE) GRAN.. ADOR BESPOKE ROMES Advance NW°K9Ol - THAT I NIA °ll LLtlV " °� °°'R A� 6 WE D"D SURVEYED BY T OMAS M BLOIXd. KS "2379 PROPOSED SITE PLAN 22 x34 n SHEET NO, N SmuBND94 AWrlsemV, Co. `rRtl/'' / L•- PDVANCE SURVEYING. g ENO., CO. 4467 & 4469 LAFTI'E AYELN pUWNG NUMKR si 11NIJ1.20 FEET o za 40 SPRING PARK ILIN t]91)Hln,emay)56315 ucWmexpB - MTE ORAFIED: SEPT.21, 2021 211962 JR ® ln- VAa w««aa SE21 PTEMBER 21, 20 SPRING PARK On .cake Minnetonka November 17, 2021 Permit Number: SP-2021-00100 Project Name: ADOR LLC 350 HWY 7, Suite 218 Excelsior, MN 55331 Scope: Residential Code Review of a new townhouse located at 4467 Lafayette Lane. Inspections: All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at 952-442-7520 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. The plans and specifications for the project named above have been reviewed for substantial compliance with the current Minnesota State Building Code. The review is limited to the submitted scope of work and is based upon the supposition that the data on which the design is based are correct, and that the necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features must be taken by the project designer. Any changes from the submitted plans and specifications shall be reviewed and approved by the Department of Building Safety. Approval is based on the correction of all noted deficiencies and compliance with all applicable items listed below. The following information is related to the submitted plans/scope as general information and/or code compliance requirements. Compliance with the stated requirements shall be verified during the construction process. Any changes to the plan and any required additional information shall be provided to this agency for code -compliance review and approval, prior to its installation. General Information: 1. Applicable Codes: a. 2020 MN Residential Code (MRC) (2018 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2015 MN Energy Code (MREC) (2012 IECC as amended) d. 2020 MN Mechanical Code (MMC) (2018 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2018 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2020 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical b. Mechanical c. Plumbing 3. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. City of Spring Park 4349 Warren Avenue, Spring Park, NIN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mn.us The below items are commonly missed items that require correction following inspections. These are provided for your benefit and may or may not apply specifically to your project. Items or sections new to the 2020 Code are Italicized. MN Residential Code: 1. Overhead garage doors shall meet the wind loading requirements as determined by the code. (R301.2.1) 2. The under -floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed before a building is occupied or used for any purpose. (MRC R408.5) 3. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711 and fluid applied fleshings shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all of the following locations: (MRC R703.4) a. Exterior window and door openings. Flashing shall be installed at the head and sides of exterior window and door openings and shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with at least one of the following: i. the fenestration manufacturer's installation and flashing instructions. When flashing is not addressed in the fenestration manufacturer's instructions, it shall be installed in accordance with the flashing manufacturer's instructions; ii. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. c. Under and at the ends of masonry, wood, or metal copings and sills. d. Continuously above all projecting wood trim. e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. f. At wall and roof intersections. g. At built-in gutters. h. Where exterior material meets in other than a vertical line. i. Where the lower portion of a sloped roof stops within the plane of an intersecting wall cladding in such a manner as to divert water away from the assembly in compliance with Section R903.2.1. j. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 4. Pan flashing of windows and doors. Pan flashing shall be installed in accordance with the fenestration manufacturer's installation and flashing instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. (MRC R703.4.1) a. Exceptions: i. Windows or doors installed in accordance with the manufacturer's installation instructions which include an alternate flashing method. ii. Windows or doors in detached accessory structures. iii. Skylights, bow or bay windows. iv. Doors required to meet accessibility requirements that would prevent the installation of pan flashing. v. Repairs or replacements of existing windows and doors vi. When a method is provided by a registered design professional. 5. A kick -out flashing shall be installed where the lower portion of a sloped roof steps within the plane of an intersecting wall cladding, in such a manner as to divert or kick out water away from the assembly. The kickout flashing shall be a minimum of 2 %" long. (MRC R903.2.1) 6. In combustible construction, fire -blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. (MRC R302.11) 7. Smoke alarms shall be installed in the following locations: (MRC R314.3) a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. d. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement would interfere with other required placements. a. Ionization smoke alarms shall not be installed less than 20' from cooking appliance b. Ionization smoke alarms with a silencing switch shall not be installed less than 10' from a cooking appliance c. Photoelectric smoke alarms shall not be installed less than 6' from a cooking appliance. d. Smoke alarms shall not be installed in the following locations unless it would prevent another required placement: (MRC R314.3.1) 8. Smoke alarms shall be interconnected. Wireless units that meet UL 217 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) 9. Carbon monoxide alarms shall be installed outside and not more than 10 feet (3048 mm) from each separate sleeping area or bedroom. Alarms shall be installed on each level containing sleeping areas or bedrooms. Alarms shall also be installed inside each bedroom where a fuel - fired appliance is present in the bedroom or it's attached bathroom. (MRC R315.3) 10. CO alarms shall be interconnected. Wireless units that meet UL 2034 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) CO alarms shall receive their primary power from the building wiring where such wiring is serviced from a commercial source, and where the power is interrupted, shall receive power from a battery. (MRC R315.6) 11. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrails to comply with MRC R311.7.8.1 for mounting height, continuity and grip -size. (MRC R311.7.8.1) 12. The maximum riser height shall be 7 3/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted provided that the opening between treads on risers located more than 30" above the floor do not permit the passage of a 4-inch-diameter sphere. (MRC R311.7.5.1) Exception: a. The opening between adjacent treads is not limited on spiral staircases. b. The riser height of spiral stairways shall be in accordance with Section R311.7.10.1. 13. The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MRC R311.7.5.2) 14. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed '/4 unit vertical in 12 units horizontal (2-percent). (MRC R311.3) 15. All interior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. There shall be a light switch at each level when a stairway has six or more risers. Exception: A switch is not required where remote, central or automatic control of lighting is provided. (MRC R303.7) 16. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom of the landing or stairway. (MRC 303.8) 17. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. (MRC R319.1) 18. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. Where located in a wall the access shall not be less than 22" wide by 30" high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches at some point above the access measured vertically from the bottom of ceiling framing members. (MRC R807.1) MN Special Provisions: 1. All automatic garage door opening systems that are installed, serviced, or repaired for garages serving residential buildings, must comply with the provisions of Minnesota Statutes, sections 325F.82 and 325F.83. (1303.1400 & MRC R309.4) 2. A minimum of a passive radon reduction system designed to comply with 1303.2402 is required in every new Single -Family dwelling. MN Energy Code: 1. A building certificate shall be completed and posted on or near the electrical distribution panel by the builder. The certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall be completed as required by MREC R401.3). (MREC R401.3) 2. Any insulation assembly installed on the exterior of the foundation walls or on the perimeter of slabs -on -grade that does not permit bulk water drainage shall: a. be made of water-resistant materials manufactured for that intended use; b. be installed according to the manufacturer's installation instructions; c. comply with either ASTM C 578 or C 1029, as applicable; d. be covered with a 6-mil polyethylene slip sheet over the entire exterior surface; and e. have a rigid, opaque, and weather -resistant protective covering to prevent degradation of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend a minimum of 6 inches below grade. The insulation and protective covering system shall be flashed in accordance with IRC Section R703.8. 3. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. (MREC R402.2.3) 4. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather-stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. (MREC R402.2.4) 5. R-15 insulation for concrete and masonry foundations shall be installed according to R402.1.1.1 to R402.1.1.8 and a minimum of a R-10 shall be installed on the exterior of the wall. Interior insulation, other than closed cell spray foam, shall not exceed R-11. Foundations shall be waterproofed in accordance with the applicable provisions of the International Residential Code (IRC). (MREC R402.2.8 a.) 6. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures down to 55°F or up to 85°F. The thermostat shall initially be programmed with a heating temperature set point no higher than 70°F and a cooling temperature set point no lower than 78°F. (MREC R403.1.1) 7. Ducts, air handlers, and filter boxes shall be sealed. (MREC R403.2.2) 8. Building framing cavities shall not be used as ducts or plenums. (MREC R403.2.3) 9. Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: a. Piping larger than 3/4-inch nominal diameter. b. Piping from the water heater to kitchen outlets. c. Piping located outside the conditioned space. d. Piping from the water heater to a distribution manifold. e. Piping located under a floor slab. f. Buried piping. g. Supply and return piping in recirculation systems other than demand recirculation systems. h. Piping with run lengths greater than the maximum run lengths for the nominal pipe diameter given in Table R403.4.2. All remaining piping shall be insulated to at least R-3 or meet the run length requirements of Table R403.4.2. TABLE R403.4.2 MAXIMUM RUN LENGTH (feet) Nominal Pipe Diameter of Largest Diameter Pipe in the Run inch 3A 1/2 3/4 > 3A Maximum Run Length 30 20 10 5 10. Both outdoor air and exhaust air may be connected to the forced air circulation system only if controls are installed to operate the forced air circulation system when the mechanical ventilation system is operating or other means are provided to prevent short circuiting of ventilation air in accordance with the manufacturer's recommendations. (MREC R403.5.9) 11. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. (MREC R404.1) Mechanical Code Items: 1. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and not less than the distances specified in IMC Section 501.3.1. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space and the exhaust system shall be equipped with a backdraft damper at the point of discharge. (MMC 501.3) 2. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances: (MMC 501.3.1) a. For all environmental air exhaust: 3 feet from property lines; 3 feet from operable openings into buildings, and 10 feet from mechanical air intakes. b. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Ducts shall not be connected or installed with sheet metal screws or other fasteners that obstruct the exhaust flow [screws that penetrate greater than 118" (MMC 504.8.2)]. Clothes dryer exhaust ducts shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or plenums. (MMC 504.4) c. Subslab soil exhaust system ducts shall extend through the roof and terminate at least 6 inches above the roof and at least 10 feet from any operable openings or air intake. (MMC 512.4) 3. The passageway of dryer exhaust duct terminals shall be undiminished in size and shall provide an open area of not less than 12.5sq" (MMC 504.4.1) 4. When both makeup air and combustion air openings are required, they shall be provided through separate openings to the outdoors. (MMC 501.4.2.5) 5. Exhaust hood systems capable of exhausting in excess of 400 cfm shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. (MMC 505.4) 6. Ducts shall be supported in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. (MMC 603.10) 7. Spray polyurethane foam without additional ignition barrier or thermal barrier protection shall be permitted as a duct covering where duct construction in compliance with Table 603.4 is installed in a floor assembly over an unconditioned space in IRC-1, IRC-2, or IRC-3 occupancies, as defined in Minnesota Rules, part 1300.0070,subpart 12b, provided the spray polyurethane foam meets all of the following requirements: (MMC 604.3) 1. Spray polyurethane foam shall have a medium density classification (2 lbs./cubic 30.4 ft., closed cell foam); 2. Spray polyurethane foam shall have an R-value of not less than R-8; and 3. Spray polyurethane foam shall have a flame -spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84 or UL 723. MN Fuel Gas Code: 1. Corrugated stainless steel tubing (CSST) gas piping systems shall be bonded to the electrical service grounding electrode system. The bonding jumper shall connect to a metallic pipe or fitting between the point of delivery and the first downstream CSST fitting. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. Gas piping systems that contain one or more segments of CSST shall be bonded in accordance with this section. (MFC 310.1.1) 2. Corrugated stainless steel tubing (CSST) that is not listed with an arc -resistant jacket or coating system in accordance with ANSI LC 1/CSA 6.26. CSST gas piping systems and piping systems containing one or more segments of CSST shall be electrically continuous and bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system. (MFC 310.2) 3. The bonding jumper shall connect to a metallic pipe, pipe fitting or CSST fitting. (MFC 310.2.2) 4. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. (MFC 310.2.3) 5. The length of the bonding jumper between the connection to a gas piping system and the connection to a grounding electrode system shall not exceed 75 feet (22 860 mm). Any additional grounding electrodes installed to meet this requirement shall be bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system. (MFC 310.2.3) 6. Bonding connections shall be in accordance with NFPA 70. 310.2.5 Connection devices. Devices used for making the bonding connections shall be listed for the application in accordance with UL 467. (MFC 310.2.4) 7. This section applies to corrugated stainless -steel tubing (CSST) that is listed with an arc - resistant jacket or coating system in accordance with ANSI LC 1/CSA 6.26. The CSST shall be electrically continuous and bonded to an effective ground fault current path. Where any CSST component of a piping system does not have an arc -resistant jacket or coating system, the bonding requirements of Section 310.2 shall apply. Arc -resistant -jacketed CSST shall be considered to be bonded where it is connected to an appliance that is connected to the appliance grounding conductor of the circuit that supplies that appliance. (MFC 310.3) 8. Where in contact with or passing through concrete or other abrasive material, metallic piping and fittings coated with a corrosion -resistant material, sleeve, or casing shall be used. Steel pipe exposed in exterior locations shall be galvanized or coated with approved corrosion - resistant material. (MFC 403.8) 9. Prior to acceptance and initial operation, all piping installations shall be visually inspected and pressure tested to determine that the materials, design, fabrication and installation practices comply with the requirements of this code. (MFC 406.1) d. Test Pressure. Test pressure shall be measured with a manometer or with a pressure - measuring device designed and calibrated to read, record or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale is not greater than five times the test pressure. e. Test pressure. The test pressure to be used shall be no less than one and one-half times the proposed maximum working pressure, but not less than 25 psig irrespective of design pressure. f. Test Duration. Test duration shall be not less than one-half hour. When testing a system in a single-family dwelling, the test duration shall be permitted to be reduced to 10 minutes with prior approval from the building official. g. Test gauges. Tests which utilize dial gauges shall be performed with gauges of 2 psi incrementation or less and shall have a pressure range not greater than twice the test pressure applied. The test pressure shall be within the middle 50 percent of the test gauge pressure range. 10. Piping systems shall be provided with an approved main shutoff valve before the first branch line. The main shutoff valve shall be installed in the first available location inside the building 5 feet or less above the floor that provides ready access and shall have a permanently attached handle. (MFC 409.1.4) 11. Piping shall be supported at intervals not exceeding the spacing specified in Table 415.1. Spacing of supports for CSST shall be in accordance with the CSST manufacturer's instructions. TABLE 415.1 SUPPORT OF PIPING STEEL PIPE, NOMINAL SIZE OF NOMINAL SIZESPACING OF TUBING SPACING OF OF PIPE SUPPORTS (SMOOTH -WALL) SUPPORTS (inches) (feet) (inch O.D.) (feet) 112 6 1 /2 4 3/4 or 1 8 5/8 or 3/4 6 11/4or larger 7/80r 1 (horizontal) 10 (horizontal) 8 11/4or larger Every floor 1 or larger Every floor (vertical) level (vertical) level Plumbing Code Items: 1. Water closets shall have an average consumption not to exceed 1.6 gallons of water per flush. (MPC 403.2) 2. Shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MPC 408.2) 3. Shower and tub -shower controls shall be of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing type that provides scald and thermal shock protection in accordance with ASSE 1016 or ASME All 12.18.1/CSA 13125.1. Handle valves shall be adjusted to deliver a maximum mixed water temperature of 120°F. (MPC 408.3) 4. Domestic dishwashers shall discharge through an air gap fitting in accordance with 807.4 into a waste receptor, a wye branch fitting on the tailpiece of a kitchen sink or dishwasher connection on a food waste grinder. (MPC 414.3) If you have any questions or concerns regarding this plan review please contact me via telephone at 952- 442-7520 or email at codereview(a_mnspect.com. Regards, Nico(gs C7uaire Code Official MN CBO#: B0002752 MNSPECT, LLC., A SAFEbuilt Company Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 Office: 952-442-7520 www.mnspect.com CC: City Property File 0 New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City Place your 4467 Lafayette Spring Park logo here Name of Residential Contractor MN License Number Ador 7611771 THERMAL ENVELOPE Items written in blue were provided From the previously provided energy certificate. Insulation Location 0 a q 0 y J j o e: — Type: Check All That Apply c v o _Q 3 W _ O d 0_ O m Q o q -o O -o o N = Z a tJ Oo w O q E E `m Z i° 0 N J o w o 21 RADON CONTROL SYSTEM X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Attic Other Please Describe Here Below Entire Slab 10 X Foundation Wall 15 X X Perimeter of Slab on Grade 15 X Rim Joist (1 st Floor) 20 X Rim Joist(2nd Floor+) 20 X Wall 20 X Ceiling, flat 49 X Ceiling, vaulted 49 X Bay Windows or cantilevered areas 30 X Floors over unconditioned area 30 X Describe other insulated areas Building envelope airtightness: I I Duct system airtightness: I Less than 193 cfm Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 31 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 1.31 IR-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X N Heater of required per meth. code Fuel Type Nat Gas Nat Gas Electric Passive Manufacturer Bryant Bradford White Bryant Powered Model 926TA6010OV21 C-DW2-TW75T10 126BNA048 Interlocked with exhaust device. Describe: Input in 100,000 Capacity in 75 Ootput in 4 tons Other, describe: Rating or Size BTUS: Gallons: Tons: AFUE or 96% SEER 15/12.5 Location of duct ors stem: y Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatio 81,620 1 42,087 3.51 Tons Cfm's round duct OR MECHANICAL VENTILATION SYSTEM ° metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type Combustion Air Select a Type Not required per meth. code X Passive - Mach Room Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms: Low: 80 cfm High: 1 160 cfm Location of duct or system: X Balanced Ventilation capacity in cfms: 160 Cfm Location of fan(s), describe: I Panasonic FV08-11VF5 Intermittent Bath Fans (3 speed) all baths Cfm's Capacity continuous ventilation rate in cfms: 80 cfm on low speed X *round duct OR 6" Flex Duct Total ventilation (intermittent + continuous) rate in cfms: 160 cfm " metal dud 101014 Je9-7 r Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances In Owelling Units ONE OR MULTIPLE!~AN. ONE ATMOSPHERICALLY ONE DR MULTIPLE PQWtll VENT ASSISTED APPLIANCES AND M U L77PLE APPLIANCES THAT AREATMoSPHERICALLY VENTED GAS OR OIL OR DIRECTVII-NTAPPLIANCES DR POWER VENT'OR DIRECT APPLIANE OR ONE 'APPLIANCES VENTED GAS OR OiL OR SOLID FUEL NOCbMsUST10NAPPLIANCCSn VENT APPLIANCES,, SOLID FUELAPPiIANCEc 1, Use thaApproprlate Column to Estimate House Infiltration _ ApPLIANCESn a) pressure factor (cfm/sf) 0.15 0.09 0.0H b) conditlonod floor0.03 + (including unfinished basements) Estrtrtated House ,. Infiltratiolt (cfm); 2. Exheustrr `acJty.. a) clothed drybr 135 135 135 h) Ii0%T_ e ishi is£t�tirtg 135 _ (no ,System or if powered makeup air Is electrically Interlocked and matched to ex)aust) C) 8 exhaust Yiiting Crt i.e� 4 ��- ; ': • not applicable (not appliGablalf ei Frctrlatitig system or tf powered makeup air is electrlcaliy interlocked and matched to exhaust) , Total hthalist Cttpaai{y, - a) Total Exhaust - Capacity (from. above) ►�) Esthnated House Infiltratlon (from ahove 1�-r(p �j Makeup A. (t . Quality {cfm}: [Sa- 3b}, (if V41ue s`hega 1V0 na makeup airis needed 4. ForMa'ked#A1?'0pen1ng Sizing, referto Table 501A.Z. A. USA this n li Oft If i here'are oiheethan fan -assisted or attnospherlcaily vented gas or oil appliances or if there are no combustion appliansce ... S. Use fhls Column if there is una fen -assisted appliance per venting system. Other than atmospherically vented appllances may also be Included. C. Use this column if there Is One atmospherically vented (other than fan -assisted) bas or oil appliance perventing system or one solid fuel appliance, D. Use this CnM'mn ifthere pre multiple atmospherically vented gas or oil appllances using a coritimon vent or Ifthere-areatmospherically;, vented gas or all appllan1es,and solid fuel appliances. 1514 _....__.._..__........_..__..................._......_...- .-.-.._.- _...._._........_._....._..._.. �._._•_...._.._......... -- _ - :�...�� '.:} -r' _.........__._. i - Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units MULTIPLE APPLIANCES THAT ONEORMULTiPLEFAN- ONE ATMOSPHERICALLY AREATPAOSPMICALLY ONE OR MULTIPLE POWER VENT ASSISTED APPLIANCES AND VENTED CAS OR OR VENTED GAS OR OIL OR DIRECTVtWAPPLIANCES OR POWM VENT OR DIRECT APPLIANE OR ONE APPLIANCES OR SOLID FUEL I NO COMBUSTION APPLiANCES9 VENTAPPLiANCESs SOLID FUEL APPLIANCEc APPLiANCESD 1, Use the Appropriate Column to Estimate House Infiltration a) pressure f actor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor i .� area (sf) (including unfinished basements) Estimated House infiltration (cfm): —'? - Domestic kitchen hoods exhausting (3ax1b) greater then 400 CFM require an z Exhaust Capacity interlocked make air system to be a) clothes dryer .135 installed. 1-95 b) 801%of largest exhaust rating (cfm):G (not applicable if recirculating system or if powered makeup a1r is electrically interlocked and matched to exhaust) c) 80% of next largest , exhaust rating (cfm): not applicable (not applicable if recirculating system or if powered makeup air is electrically interocl ed and matched to exhaust) Total Exhaust Capacity (cfm): ir1 j <J (2a+2b+2c) 3-Makeup Air Requirement a) Total Exhaust Capacity I b) Estimated House Infiltration (from above) Make-up Alr Quality (cfm): x�} f3a-30 (if value is negative, no makeup airls needed 4. For Makeu i41r Opening Sizing, refertoTabfe 501A.2'. A. Use this colu* Ifthere'are otherthan fan -assisted or atmospherically vented gas oroii appliances or if there are no combustion appliances. B. Use this column if there is one fan -assisted appliance per venting system. 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 cotuinn ifthdre are multiple atmospherically vented gas oroli appliances using a common vent or If there we atmospherically vented gas or all appliances and solid fuel appliances. Table 501.4.2 Makeup Air Opening SizingTable for New and Existing Dwelling Units ONE OR MULTIPLE POWER ONE MULTIPLE APPLIANCES TM AOSPHERf£ALLY THATA 14 VENT OR DIRECT VENT ONE 0R MULTIPLE FAN- VENTED GAS OR OiL ATMOSPHERICALLY PASSIVE MAP KEU APPLIANCES OR NO ASSISTED APPLIANCES APPLIANCE OR ONE VENTED GAS OR OIL AIR OPENING COMBUSTION AND POWER VENT OR SOLID FUEL APPLIANCES OR SOLID DUCT TYPEOF OPENING APPLiANCESA DIRECT VENTAPPLIANCESs APPLIANCEc FUELAPPLIANCF.SD DIAMETERegG OR SYSTEM Whi) (elm} cfm) (cfm} Passive opening 1-35 122 1-15 (inches) Passive opening 37-66 23-41 16-28 1_g 10-17 3 Passive opening 67-109 $2-65 29-46 i8-28 4 Passive opening 110-163 67-100 47-65 Zg-42 $ Passive opening 164-232 101-143 70-99 $3-61 6 Passive opening 733-317 144 195 100-135 62-83 7 Passive opening 8 with motorized damper 318-419 196258 136-1.79 84-110 Passive opening g with motorized damper 420-539 259-332 180-230 111142 10 Passive opening _ _ with motorized damp'-r 540-679 333-49 231-290 143-179 11 Powered makeup eirtt >679 >419 >290 >179 Notapplicable A, use uus column if there are other than fan -assisted or atmosphericalfyvented gas or oil appliances or if there are no combustion appliances. S. Use this column If there is one fan -assisted appliance per venting system. other than atmospherically vented appliances may also be lncluded. C. Use this column If there is one atmosphericaliy vented (therthan fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Usethis column If there are multiple atmospherically vented gas or Dll appliances using a common vent or Ifthere are atmospherically vented gas oroll appiiances and solid fuel appliances. E, An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract40 feet forthe exterior hood and ten feet for each 90-dogree elb ow to determine the remaining length of straight duct a ilowabre. F. if flexible duct is used, increase the ductdiameter by one inch. Flersble ductshall be stretched vrtth minlmaisags. U. Barometric dampers are prohibited in passive makeup air openings when any a i m ospherlcallyvented appliance is installed, H. Powered makeupair shall be electrically interlocked with the largest exhaust system. ti 1176CAppendix E, Worksheet E-1 Residential Combustion Air Calculation Method ffor Furnace, Boiler, and/or Water Heater in the Same. p 1: Complete vented combustion appliance information. Furnace/Bolter: Draft Hood Fan Assisted a! Direct Vent (Not fan assisted) & Power Vent Water Heater. Draft Hood _ X Fan Assisted (Not fan assisted) Power Vent a 2: Calculate the volume of the Combustion Appliance Space The CAS includes all spaces connected to one another by code compliant openings. Direct Vent Input; �L BtLAr Input: Mulnr ccnta111ingcombustion appliencS. CAS volume: `?,(a fta ✓ `fix • �s p 3: Determine Air Changes per Hours (ACH)x Default ACH Values have been Incorporated Into Table E-1 for use with Method 4b (KAIR Method). If the year of construction orACH is not know, use method 4a (Standard Method). 3 4: Determine Required Volume for Combustion Air, 4a. Standard Method Total Stu/hr Input of all combustion appliances (DO NOTCOUNT DIRECTVENTAPPLIANCES) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) IF CAS Volume (from Step2) is greater than TRV then no outdoor openings are needed. If CAS Volume (front Step 2) Is less than TRV then go to STEP 5, 4b. Known Air Infiltration Rate (KAIR) Method Total Stu/hrinput of all fan -assisted and power vent appliances (DO NOT COUNTDIRECTVENTAPPUANCES) Use Fan Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) Total Btu/hrInput of all non -fan -assisted appliances Use Non -Fan -Assisted Appliances column In Table E-1 to find Required Volume Non -Fan -Assisted (RVNFA) Total Required Volume (TRV) - RVFA+ RVNFA 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 S. 5: 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) 6: Calculate Reduction Factor RF -1 minus Ratio 7: Calculate single outdooropeningas if all combustion air is from RVFA:i _�_ lnput:T_Btu RV�VFA'u 0' Ratio RF=I- 154 Total Btu/hr Input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input,7�;-eeea/hr Combustion Air Opening Area (CAOA): Total Btufhrdivlded by3000 Btu/hrperinz CAOA= 3000 Btu/hrperinz= L 7 lm Step S: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = j x . f' % = f 9 .; lnz Step 9: Calculate Combustion Air Opening Diameter (CAOD) --�-4— CAOD =1.13 multiplied by the square root of Minimum CAOA � CAOD=1.13 Minimum CAOA fL� in i If desired, ACH can be determined using A5HRAE calculation or blower door test. Fallow procedures in Section G3o4. �nri•_ Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Groth 4467 Lafayette La P Miscellaneous Report System 1 Lower Level Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 100% n/a 70 n/a Summer: 88 73 50% 50% 75 35.17 Duct Sizing Inputs - -- - - - --- . - ---------- --- — —� Main Trunk Calculate: Yes Runouts Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 10 in. 0 in. Outside Air Data ---- —� ---- Winter SurnmEt---- Infiltration Specified: 0.190 AC/hr 0.100 AC/hr 138 CFM 73 CFM Infiltration Actual: 0.115 AC/hr 0.000 AC/hr Above Grade Volume: X 43-708 Cu.ft. X 43 708 Cu.ft. 5,040 Cu.ft./hr X 0.0167 0 Cu.ft./hr X 0.0167 Total Building Infiltration: 84 CFM 0 CFM Total Building Ventilation: 170 CFM i 170 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.190 AC/hr (138 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.100 AC/hr (73 CFM), Construction: Semi -Tight C:\ ...Wdor- Groth 4467 Lafavette.rh9 Thursday, October 28, 2021, 5:34 PM Rh,,,- - 'aht Commercial HVAC Loads Elite Software Development, Inc. Groth 4467 Lafayette La Dens 1 d Preview Scope Building Svstem 1 Ventilation Zone 1 - Clq.: 21%. Htq.: 31% 1-Lower Level Zone 2 - Clq.: 45%. Htq.: 36% 2-Main Level Zone 3 - Clq.: 34%. Htq.: 33% 3-Upper Level Net ft 3 Sen Let Net San Hts 9 cl Act Dw Ton [Toro _. Area --........ .._... .............. Gain,' ........._........,._____.._._...__....__._.._._._.___..-..__..._._._........____ Gain Gain Loss CFM' 9g CFM ......_....._�_ CFM Siz 3.51 1,375 4,822 35,043 7,044 42,087 81,620 886 1,531 _-----._ 1,531 3.51 1,375 4.822 35,043 7,044 42.087 81,620 886 1,531 1.531 26x1 2,359 3,944 6,303 15.422 1,562 10,342 900 11,242 20,374 273 485 485 10x1 1,562 10,342 900 11,242 20,374 273 485 485 7- 1.562 21.628 800 22,428 24,054 322 1,013 1.013 18x1 1.562 21,628 800 22,428 24,054 322 1,013 1,013 15-- 1,698 16,215 1.400 17.615 21.770 291 760 760 16x1 1,698 16,215 1,400 17,615 21.770 291 760 760 11- Sum of room airflows may be greater than system airflow because CA ...Mor- Groth 4467 Lafayette.rh9 Thursday, October 28, 2021, 5:34 PM Rhvac - Residential & Light Commercial HVAC Loads System 1 Lower Level Summary Loads Elite Software Development, Inc. Groth 4467 Lafayette La ---P 4 Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-6-d: Glazing -Double pane low-e (e = 0.20 or less), 1100 30,857 0 24,055 24,055 high performance, sliding glass door, e=0.05 on surface 2, any frame, U-value 0.33, SHGC 0.33 11N: Door -Metal - Polystyrene Core, U-value 0.35 48 1,428 0 403 403 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2516.2 13,901 0 2,174 2,174 cavity, no board insulation, siding finish, wood studs, U-value 0.065 15BO-10sf-8: Wall -Basement, , R-10 board insulation to 1107.2 5,514 0 224 224 floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 16CR-50: Roof/Ceiling-Under Attic with Insulation on Attic 1698 2,887 0 1,290 1,290 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21A-20: Floor -Basement, Concrete slab, any thickness, 2 1562 3,585 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 20P-30: Floor -Over open crawl space or garage, Passive, 136 405 0 38 38 R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 58,577 0 28,184 28,184 People: 11 2,200 3,300 5,500 Equipment: 900 1,200 2,100 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 84, Summer CFM: 0 7,621 0 0 0 Ventilation: Winter CFM: 170, Summer CFM: 170 15,422 3,944 2,359 6,303 Exhaust: Winter CFM; 60, Summer.CFM: 60__ - .__ System 1 Lower Level Load Totals: 81,620 7,044 35,043 42,087 -------_.------ Check Figures___ Supply CFM: 1,531 CFM Per Square ft.: 0.318 Square ft. of Room Area: 4,822 Square ft. Per Ton: 1,375 Volume ff ): 43,708 S stem Loads Total Heating Required Including Ventilation Air: 81,620 Btuh 81.620 MBH Total Sensible Gain: 35,043 Btuh 83 % Total Latent Gain: 7,044 Btuh 17 % Total Cooling Required Including Ventilation Air: 42,087 Btuh 3.51 Tons (Based On Sensible + Latent) [Notes - ---- -- - - - - -- - -- - -- ----- ---- Rhvac is an ACCA approved Manual J, D and S 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:\ ...Wdor- Groth 4467 Lafavette.rh9 Thursday, October 28, 2021, 5:34 PM Rhvac - Residential & Llaht Commercial HVAC Loads Elite Software Development, Inc. Groth 4467 Lafayette La Page System I Room Load SummaT Htg Min Run Run Cig CIg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys ---Zone 1-- 1 k4Mme[Laxel, 1,562_�-20.374 273 7'6 353- _10\342 QOO 485 485 Zone subtotal 1'562 20.374 273 10.342 800 485 485 --- Zone 2-- 2 Main Level 1.582 24.054 322 15'8 344 21.628 800 1.013 1^0]3 Zone 2subtotal 1.562 —` Zone 3—' 24.054 322 21.028 800 1.013 1.Di3 _ 3UpparLnva|-1.688 -21,770 291 - --11-8-_ -352-' 16.215 '-1.400 -'7.60 780 ___3aub*obK- ' 1.698 21.7710_--291 '-__'_ _-__. _16.215--_2,400- 760 760 _'-__'��nU�t�n - �- -- --'-1����_- _... ... '_-..... ... ...... _ 2.359 3.944_ �-_ System 1total - 4.�22 81,620886_--35'043 _-7.,044531 1,531 � System Main Trunk Size: 26x10 in. Velocity: 848 ft./min Loss per 1OOft.: 0.097 inxvg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended Uoequal the totals otthe system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone isot its peak. Sensible gains at the system level are based onthe "Average Load Procedure + Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent quipment Data Heatong System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: OAFUE OSEER Sound: O O Capacity: 0Btuh 0Btuh Sensible Capacity: n/a 0Btuh Latent Capacity: n/a UBtuh a F 0 R T E' CM MEMBER REPORT PASSED Main Level, Flush Sunroom (V) 3 piece(s) 1 3/4" x 24" 2.0E Microllam@ LVL Overall Length: 21' 21' 0 2❑ All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group) Member Reaction (Ibs) 16224 @ 3 3/4" 20672 (5.25") Passed (78%) 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (Ibs) 9968 @ 2' 5 1/4" 27531 Passed (36%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-Ibs) 49475 @ 7' 114283 Passed (43%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Live Load Defl. (in) 0.150 @ 9' 7 1/2" 0.509 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in) 0.294 @ 9' 7 1/2" 1.018 Passed (L/832) 1.0 D + 0.75 L + 0.75 S (All Spans) [1] • Deflection criteria: LL (L/480) and TL (V240). • Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (Ibs) Support Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - PSL 5.25" 5.25" 4.12" 7229 7416 4577 19222 None 2 - Trimmer - SPF 5.50" 5.50" 1 1.50" 2236 1621 1436 5293 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 9' 9" o/c Bottom Edge (Lu) 21' o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Dead Floor Live Snow Location (Side) Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to 21' N/A 36.8 -- -- 1 - Point (PLF) 7' (Front) 25' 20.0 35.0 - Girder 2 - Uniform (PSF) 0 to 7' (Front) 1' 20.0 - 35.0 Snow -Lower 3 - Uniform (PSF) 0 to 7' (Front) 1' 15.0 40.0 - Floor - Upper 4 - Uniform (PSF) 7' to 21' (Front) 2' 15.0 40.0 - Floor - Upper 5 - Uniform (PLF) 0 to 7' (Front) N/A 80.0 - Wall - Upper 6 - Uniform (PSF) 3' 6" to 7' (Front) 5' 20.0 35.0 Snow - Main 7 - Point (lb) 3' 6" (Front) N/A 2081 - 2588 Linked from: Owner's Bath Window, Support 2 8 - Point (lb) 0 (Front) N/A 1902 5129/-429 - Linked from: Flush Great (H), Support 1 9 - Point (lb) 7' (Front) N/A 2635 1633 2568 Linked from: Flush Sunroom (H), Support 2 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology: Aso Shear (Ibs) Moment (Ft-Ibs) Holes Size Diameter Vertical Offset Location Actual Allowed Result Actual Allowed Result Comments 1- Circular (S) 8" 1' 16' 3937 10276 Passed (38%) 19556 110050 Passed (18%) 2 - Circular (S) 8" 1' 12' 3430 10276 Passed (33%) 34121 110050 Passed (31%) • Hole locations are measured from the outside face of left support (or left cantilever end) to the centerline of the hole. • Vertical Offset is measured from the top of the member to the centerline of the hole. ForteWEB Software Operator Job Notes Jeffrey Doty, Design Supervisor Ador Homes Lyman Lumber Company 4467 Lafayette Lane, Spring Park, MN (952) 470-4866 10/18/21; #25122.4 jeff_daty@lymaniumber.com 11/1/2021 2:31:26 PM UTC ForteWEB v3.2, Engine: V8.2,0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 4467 Lafayette Lane, Spring Park, MN Page 16 / 50 Payment Confirmation Payer Information: Payment Made By: Payment Made For: Email: Permit Address: Address: Payment Description: Payment Date: Todd M Simning Ador LLC todd@ador-homes.com 4467 Lafayette Lane 350 High 7 Suite 218 Excelsior, MN 55331 Permits 1 /3/2022 10:57:38 AM Business Name Payment Payment Confirmation Amount Convenience Total Method Account Number Fee City of Spring Park AMEX ****1003 38363954 $5,000.00 $149.75 $5,149.75 (Permits) This notice confirms that the above payment was successfully submitted to our payment processor, PSN, and is currently being processed. Thank you for using PSN. 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Transaction ID: 14777 Transaction Number: Transaction Type: Payment Recipient: Contractor Notes: ADOR, LLC Fees (6) CITY OF 3") P R 1 N MIN N13PUiA City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph: 952-442-7520 $15,202.30 Date: 1/24/2022 Method: American Express: ****-**** ****1003 Address: 4467 LAFAYETTE LANE, SP, MN 55384 Reference: Permit Number: SP-202 1 -00100 Type: BLDG - New Construction Residential for ADOR LLC r-rociuct: —Permit Fee Paid 1.00 $8,362.00 $8,362.00 Plan Review Fee Paid 1.00 $5,435.30 $5,435.30 License Lookup Paid 1.00 $5.00 $5.00 Res Site Inspection Paid 1.00 $50.00 $50.00 State Surcharge Paid 1.00 $600.00 $600.00 SEC Paid 1.00 $750.00 $750.00 Total Amount: $15,202.30 Page 1 of 1 Printed on: 1/24/2022