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752 Summerbrooke Cir i41 1 For Office Use E C MINTED 5-S y w` , � �®° Permit#: /-.. ...---- %.2`%., --� . ,..., E © _ 15 2019 Permit Fee:/4% `�� " q L 1 s?.." -/�/ w �� Date Received: '1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 L /. .,..5-396--- /°(-9 . O 6 \. (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675- 694 %VC -C V Staff: 116.1 buildinginspectionsta�cityofeagan.com (117- 5- '��S %� / L . esdi w /x.31 /-7,'7W i g,e- CQ t 6 C� 2 `„j' RESIDENTIAL BUILDING PERMIT APPLICATION 5,) l� ' Date: 2/15/19 Site Address: 752 Summerbrooke Ci,Eagan,55123 Unit#: ' rl Name: Homes By Legacy Phone: 612-590-0906 Resident! 14525 Hwy 7, Suite 330, Minnetonka, MN 55345 Owner ' Address/City/Zip: G, . Applicant is: Owner X Contractor l 13-I 30,/,-,,,.-u,}Q� � I., cPl Description of work: New single family home construction Type of Work 375,000.00 Construction Cost: Multi-Family Building: (Yes /No X ) Com an Homes By Legacy Contact: Jason Smith P y 14525 Hwy 7, Suite 330 Minnetonka Contractor Address: City: MN 55345. 612-590-0906 jsmith@homesbylegacybuilders.com State: Zip: Phone: Email: i 1 BC667652 License#: Lead Certificate#: i If the project is exempt from lead certification, please explain why: New home construction 1---- COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _x_No If yes,date and address of master plan:_ Licensed Plumber: Midstate Plumbing&Heating Phone: 651-248-7675 • Mechanical Contractor: Midstate Plumbing&Heating Phone: 651-248-7675 Sewer&Water Contractor: DSM Excavating Phone: 651-480-1355 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non a ublic if •u • •vide s•: ific reasons that would •=rinit the Ci to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaqan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and a'.ro -•!%!'.fans. x Jason Smith x a. Applicant's Printed Name Applicant's Signature f ' DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family Garage Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES vil New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 5Jy oso Occupancy Mc-/ MCES System Plan Review / Code Edition 42,0/3" SAC Units / (25% 100% ✓ ) Zoning jZ-/ City Water PAS. Census Code /0) Stories I Booster Pump yp #of Units / Square Feet L1063 PRV yj s #of Buildings / Length r: 3 Fire Suppression Required i/p Type of Construction 2z/3 Width Q',1% REQUIRED INSPECTIONS v Footings(New Building) Meter Size: Footings(Deck) 1 . Final/C.O. Required Footings(Addition) Final/No C.O. Required 4-- Foundation ,, Foundation Before Backfill HVAC—Gas Service Test Gas Line Air Test Hood $t, Roof: i"Ice&Water J�r Fina Pool:—Footings Air/Gas Tests Final .- Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In 1-Air Test Final Siding: Stucco Lath Stone Lath Brick EFIS 9 — Insulation Windows Sheathing A Retaining Wall:—Footings_Backfill_Final i Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls vt- Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES UN /'- 44 6? 9 @ /G�6/t� �/ &Jrs o Base Fee 36 X x j".ry Az. i-10844(0 qd'/ j :C;Co 9 yy i Surcharge Plan Review A3$9 l s; 9.G75os o /iii 1.36 072 MCES SAC 1/4904.1 6 -1/7 10 Q 17/O,4liiiit 3? 05-C City SAC Utility Connection Charge S C KAka/P6/z*s 1. 03 i$Q3o% /U /5o 00 S&W Permit&Surcharge FitijMr pmGli 165.91c 6a* /3 ,ya, Treatment Plant l Copies 4'3 TOTAL Page 2 of 3 NEW SINGLE FAMILY DWELLING • BUILDING PERMIT REQUIREMENTS Site Address: 754 Summerbrooke Ct Applicant: Homes By Legacy Phone Number: 612-590-0906 Check ✓Appropriate Box RI One (1)signed and completed building permit application including a current contractor license number. Ri Two (2) copies of detailed plans, drawn to scale including but not limited t foundation plan and wall design ip ,yital don control system, floor plan(s), cross (s-jar beam size(s),joist size(s)and spacin `'^; ps.... 7 Three (3)copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). nX One (1)copy of 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 UA alternative per Table R402.1.3. o Engineered systems alternative per R405. One (1)copy ofcalculated heat loss/gain and calculated cooling load verifying HVAC sizing in compliance with the Minnes i drle 2015'(ACCA Manual 38th Edition)or equivalent, approved by Building Official. One (1)copy of IFGC Appendix E, Worksheet E-1 calculating combustion air size, AND One (1)copy of IMG T01.4.1..calculating makeup air quantity. On (1)copy of ventilation calculations including ventilation rate, clitioned square footage space and numl6tWof bettrOtrlYeVetifyintl compliancewitbetie 2015 Minnesota Energy Code R403.5. I—IX Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in accordance with the Eagan City Code. One (1)copy of mandatory Building Certificate R401.3 in the Energy Code. Please reference following page for requirgments. „ F One (1)copy of the braced wall design path, per R602.10. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 TDD: (651)454-8535 FAX: (651)675-5694 buildinginspections ci cityofeagan.com Page 3 of 3 Passive (No Fan ) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings 'here btatik submfttal forms and Instructions are avallable at the Clty of 111111111111111111website and at City Hall. The completed form must be ;,jbmitted in dt.oicate at the time of application for a mechanical permit for new construction. Additlonal forms may be downloaded and orinted at: http://cityafedina.cam/departments/13.09_building.htrn Seciicm A Ventilation Quantity _ i0etermine quantity try using Tab a N1104.2 or Equation 11-1) Square tart (Conditioned area Indudfna r ` — Bastment—rynishodOr:+nflnlshed) v Total requiredventllattort l of ventilation Directions -Determine, the total and corttinuoui ventflotlon rate by either using Table N11042 or equation I1-1. The table and equation are below. r NOM "ilaA.L - Total and Continuous Ventilation Rates (In cfml Number of Bedrooms 1 2 3 4 5 6 Total/ continuous 135/68 Conditioned space (in Total/ sq. ft.) continuous St700 i5D0 150/40 Total/ continuous 75/40 Total/ continuous +90145_ — Total/ continuous 105/53 115/58 Total/ continuous 120/60 1501-2D00 i 70140 85/43 100/50 130/65 145173 2D01-25DO 80/40 95/48 110/55 125/63 140/70 155178 2501-3000 3001 3500 90/45 300/50 105/53 115/58 1 120/60 130/65 135/69 245/73 150/75 •• 160/BC 165/83 175j88 3501-4G00 _400 4500 110/55 125/63 120/60 i35/68 140/70 150/75 155/78 165/83 170/85 180/90 185/93 195/98 4501 5D00 130/65 145173 160/80 175/U 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/300 21511I 5501-6000 150/75 } 165/83 180/90 _ - 195/98 x10/105 225/113 Equation 11-1 10.02 x sauare fret of conditioned space) + [.5 x (number of bedrooms 4 1)] -Total ventilation rate (cfmi 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 ventilators (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 n0l less than 40 rfm, shall be provided, on a continuous rate average for each one -hour period. The portion of the mechanical ventliatlon system intended to tie continuous may have automatic cycling controls providing the average flow rate for each hour Is met. "COM I{ Ventilation Method eit!»r �.e ntae Gr WOWS only, adw,aK HRV (Heat R•covwv vrrtl v* or Rv QE*+asy BBatlst eniy - ---- — - - xwn Veea4ta - chn a Init Ir low nrlt not earned Cm avow co-mvax hr ra" rn r" fatbn more bran Sk70ttr ram: Wnpr110itt I`M rMft In dm kaw,*V row clot trxalll r .04trCN*ft - ♦ hoos a the nvthcd e f venthtian. babneed or es*cust or0r, &vAancrd venttlotAon 1ys trM Or[ tyPkv#p 1i" of FPVS, 87ti r the low card high cyTr aaxw,b, la4.&_dM oh flow must be equal to or garroter than the reeq iced go&vow Mite anc its+ th" soox poster them the cwrt►nvow rote. (for instance, if the bw eft is 40 cfm, that vMtgotlanIon must not esrtled W rtifmJ ,auromatic controls may allow the UN of a MTV ton that is operated a percentayia of -ch hour, $OCI M G Ventilation Fan Schedule D"viot� n toation Gsntlnuous Intittm(tterrt OMtrtfbrts -The very ROWn Jun stheduk shouldderatbe what the Janis Jar, the rotation cfm, coal whether it 'y ruedfo aantMuorss or htternttttent wnLilaAtwt. Tito fan that is chase for continuous vertiltatlon must de equal to or flheaterthan the ADW air rating and lest than IWm emarer than rite torrtkruaus rote. {For irr, omr, ifth a lbw tfnt b 40 aot the ccwtb ma vt!rttilatiort ran must not emceed try Cam.) AutoMaNe Contra& Wray atiow the use of a kner jam that is operated a panentopr of each how SKtW 0 Ventilation Controls mtrot or the enntnuaa and Dir+rctfoylt Dnaibe the opntidun of d>e raurluth�n system. Them should ere odegegtedeEall for pbn nritwdfa end hrspecrors to WrI y desltin and kinacrian compt;ants. Rebded trades abo need adeavate demll for *ver rnr of controls and pr OW oW ration 01 the bvhW g reavkWi n, ec dmw fam are geed far bub*w rentttabou, doalbe the mcfadon and bcatlon m any coots+, htdooran and t Vwws. an FRYor tWY a to be utstafeQ ducnbr irav tt W11 be h Sbl td, rf h WW be connected and tnrerIKed kith tha etr hondiinp a Woffe ft PbW ahta At such ednneokm as detvi4d Art the ffoNdbaurm' insf%9d n inetrtutlbte, V the huh2l jW Itnts>jctFM reg4ft of rstornrrlend the egasbetea t to be ktrtrlodred Wttlr the air hondit equonwa for proper operotfae, such 6ftya nrtraw shnN be +trait and dftMbW- Swtbn E ;", 3 u) e-up air Location of duct at volmr, ventilation make-up ahrt Dvt*rmtr" Wan, msya-up atr Dwirnp table MM (round, recmWbr, Mx ar rW (HA mans not roclulred) G'Ifonn kYMt istwpCun6AlVUW415fidoa Peg+; 2 of 6 ,Directions In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column 4 will be appropriate, however, if atmospherically vented appliances or solid fuel appliances ore installed, use the appropriate c vrumn. For existing dwellings, see MRC S01.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will . e reQuired for ventilation, if the value is positive refer to Table 501.3.2 and sire the opening. Transfer the cfm, sire of opening and ryoe (round, rectangular, flexor 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 (Addrtionalcornbustion air will be-equired forcombus;ion appliances, see KAIA method forcalculation,] Ore or multiple power One qr mutt pie fan- Dne atmospherlrally vent M; iltuple atmospherically vent or direct vest assisted appliances and gas or ail appliance or vented gas or oil appisances or no I power vent or direct vent ore sold fuel appliance appliances or solid fuel combustion appliances appliances appliances I I Column C Column D i Column A Column 6 a; pressure factor 0.15 0.09 D.06 0A3 --�1 I t1misf, _ b, wridatoned floor area (sf) (including ur Bmshed basements; Eamat,ed House Irrfiitration (cfm}: (Sa {�O R --b] (� 2. Exhaust Capacity a; continuous exhaust -only ventilation ;`;stem (cfml; (not applicable to ,glanced ventilation systems such as 3: clothes dryer Icfml J 135 135 135 135 - 8096 of largest exhaust rating (cfm): Sather, hood typically act ,not applicable if recirculating system ^- ff powered makeup air is electrically nerloCked ano matcn to exhaust) �1; 90% of next €argest exhaust raring i 1,-fm); bath fantvpically Not (not applicable If recirculating system Applicable C, it powered makeup air is electrically Interlocked and matched to exhaust) Tots) Exhauct Capsclty (ctm); t (�a + 2b +2c+ 2dl _ S. Makeup Air Quantity (cfm) ` a, total exhaust capacity (from abuve) t 1 estlmatbd house infiltration (from airovel oT I Ma keup All Ctuntity j f value is negative, no makeup air is ceeced) — -- — -- a for makeup Air Opening sizing, refer to Table 501.4.2 lI Use this column if there are other than tan-a"ed or acmosphericaliy vented gas or oil appliance or it there are no combustion appliances. (Power vent and direct vent applwncis may be used_I 0, Use this columr if there is one tan -assisted appliance per venting system- (Appliances other than atmospherlcatlyverted appliances may also be included.) C- Use this column it there is one atmosphencaliy vented (other than fan -assisted) gas or o,i appliance per venting system or one solldfuel appliance. D. Use this columr+ if there are multiple atmospherlcallyvented gas or off appllances usl ng a common vent or if there are atmosoherlraily vented pas or all xpphancesand sand fuel appliance. G.\PormslVentMakupCombAlrCals0415[1.dmx Page 3 of asslye opening - n3s51ve opening Makeup Air Opening Table for New and Existing Dwelling Table 5013.2 One or multiple power vent, direct vent appliances, or no combusbon appbances Column A 37-56 Erne or multiple fan- One atmosphencally Multiple atmospherlcalfy assisted appliances and vented gas or o I verted gas or oil Duct diameter power vent or direct appl ante or one solid appliances or solld fuel vent appliances fuel appliance appliances Column 8 ColumnC Column D ; ---------T3 1-22 1-15 --1_9 23-41 ! 1G-28 1 10-17 assure opening : 67- 109 (42 -66 29-46 1 18-20 5 - asslvt open ng r - 110 - 10 167 1W 47 - 69 1 29 - 42 16 'assive opening - 232 1 101 -143 70 - 43 - 61 7 l�164 u"asslye ppenlig 233-317 144-19S IOU -135 62-83 9 Passive opening dam Der 318-419 I 196-256 136-179 84-110 9 _w/motonuc 1'assiveopm R wirnotonled damper 420-539 259-332 SSD- 23o ill-142 1q t'assfveopenLng 1.(moto ,red dam per r'owered rrakeup air 540-679 >679 333-429 231-29D >290 143-179 1 >179 ----_ 11 >419 _ - NA Nc'es a An equivalent length of 100 feet of round Smooth metal duct is assumed Subtract 40 Net for the exterior hood and ten feet for each 90- degree elbow to let ermine the remaining length of straight duct allowable g w flexible duct is used. 'r=ease the duct diameter by one inch. Ffexibk duct shall be stretched with on nimat saes. Compmssed duct shall not be accepted- ; 3aromctnc dampers are prohibited in passive makeup air openings when any atmospherically vented appliance ;s installed C Powered makeup air shall be electrically tnteriocked with the aigest exhaust system. 5t►ction F not requl•ed per mechanical code passive [sue JrGC Appendix 1, We' other, describe' Combustion air atmospheric or power verited appliances) 'et 1-11 1Size and type Exalancrtion - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. if a power vented or atmospherically vented applionce installed, use 1FGC Appendix E, Worksheet F-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance ordpphances that require the combustion ofr. Section F cakulations follow on the next 2 pages. G: ;Forms%ventmakupCOmbAirC.2ls641511.dorw Pagc 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to site of a required combustion air open Mg, is called the Known Air infiltration Rate Method. For new construction, 4b of step d is required to be f led out. ^' GC Aopendlx E, Wort mt E-1 Vesidentlat Combustion Alr Calculation McTheirl [+or Furnace, Bailor, and/ar Wa,er Heater In the Same Space) Step 1: Comoiete vented combushon appliance information furrace/Sorer _ Draft Haan Fan Assisted Direct Vent Input/Wr <30, 84u/hr ar Power Vent Veater Beater J _ Draft Hood Y Fan Assisted _ Direct Vent Cleo Input %5 Btu/hr or Power Vent step z: cth alculate evotume aiw ! the ComsYion Appliance Space (CAS) tontaining comtrrnces suon applia. '^e CAS inckides all soaves connected to one another by code compliant upenin$5. CAS volume: •e .—tt' LAWxH L W H Step 3: Determine Air [hanger per Hour (ACH)1 Detauh ACN values have beer. incorporated into Table E•1 for use with Method 4b [KAIR Method). _ if the year of construction or ACH Is not frown, use rrethod 4a !Standard Method)_ _ Step 4-Di ermineRequred Volume tar Combustion Air. (DO NOT CDt1NT DIRECTVENT APPLIANCES) Aa. Standard Method ital Btu/Fir input of all combustion aoptianees Input B u/h l se Standard Method column it Table E-1 to find Total Required TRV. vDium¢ (TRV) i. CAS Volume (from Step 2) a preater than TRV then no outdoor openings are needed CAS Volume ifram Step 2) is lees than TRV then go to STEP S. 4b. Known Air Infiltratior, Rate (KAIR) Method IDD NOT COUNT DIRECT VENT APPLIANCE Total BtuJhr Input of al fern-aasisi.ed and paver rent appliarim Input 7 ) cam'% BtuJhr list Pan -Assisted Appliances column In Table = 1 to find RVFA: J S `"' e_quked Volume Fan Assisted (RVFAI ":tv BtuJhr input of all Natural draft applbncet Input. etu/hr Lae Natural draft Appliances column it Table E-t to find RVNFA: v h' Frqutred Volume Natural drrftappGances (RVNDA) Total Required Volume (TRV) = RVFA - RVNi7A TRV = _J __ - J V TRV Rt 11 CAS Vplame (from Step 2} is greater than TRV then no outdoor openings are needed ;' :.AS Vatume [Fr n'+ Step z) is )eu than t RV then _lo to STEP S. Stxp S. Cakulabc the ratio of available Interior volume to the total required volume. Ratio = CAS Volume (from Step 21 d)vfded by TRV (from Step 43 at Step 4b) �� S1 / `. ��✓ G% Ratio� Cl ) V I Step r: Calculate ReduLZiprt Factor (RF). RF = 2 mkrart Raft -- Step 7: Gkulate s ngle outdoor cpenmg as i aM cnmbuRion air is from outside. T.rtal BtuJhr input of all COmDusGan Applancm In the same CAS input ,E V BtuJhr 4UCEPTDIRECr VENT) -ombt,stionAaropeningArea (CAOA). r/ oe�p 5 T.-tal BtuJhr diyfrted by 30D0 Btu/h( per in' CAOA = / 3DD0 Btu/hr per In' F _ J n' Step 8: [alGtllate Minimum CADA. Myurnum CAOA • CAOA muftlplled b RF Minimum LAIDA - -- yStep 9: Catwlate Combustlon Air Opening Diameter (CAOD) CAOD = 1.13 pwlt4)Ned by the sauarr root of Minimum CADA CAOD: 1.13 V Minimum CAOA. 3' in. aameler go up one Inrh In sire if using flex duct if dea'aed, ACH can be determined uungASHRAE uiculation or bower door test. Follow prpcEQwH in Section 5315e ------- -- _ ._ _ �— G:`.Vorms\VentivlakupCOmbAlrCaIW415.17.docl[ PaSt 5 of 6 - IKGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based w Input Rating of A43pl3ance) Input Rating 1 Standard Method Known Air l4tra:1on Ra te (KAIR) Method (tu hE IRtulhrl 1 rat, 1994 to present Pre-1994 1994 to present Pre-1994 3.000 250 375 188 375 525 263 _ 1.050 --- 525 .0 D00 500 750 3,000 750 1,125 563 1,575 7� _ 20,000 1'000. _ 1.500 750 2,100 1,050 25,000 1,250 1.875 938 2,625 1.313 30,000 1.500 2,250 1,125 3,350 1,575 --35.0D0 i 1,750 2,625 1,313 3,675 1,838 - 40 000 2,000 _ 3,D00 11500 4,200 2,100 �e5 000 2,250 3,375 1,688 2,063 4,725 2,363 --50,000 2,500 �3,750 11.675 S5,000 2,750 4,125 5,250 5,775 2,625 Zen _ 60.000 3,000 4,500 2,250 6,300 311S0 3,413 _-65,000 - 70 000 75,000 �80.000 3,250 3,500 3,750 4,000 4,875 5,250 51625 -6.000 2,439 2,625 - 2,B13 3,000 6,825 7,350 7,875 _ 8,400 1,675 3,938 A,200 ` 85,DOD _ 90,000 95,000 100,000 4,250 4,500 4,750 5,000 6,375 6,750 7,125 7,500 3,188 3.375 3,563 3,750 8,925 9.450 9,97S 10,500 4,463 _ 4,725 4,989 5,250 105,000 130,000 115,000 5,250 5,500 5,750 7,875 8,250 9.625 3,938 4,125 1,313 11,025 11,550 12,075 _ 5,513 5,775 6.038 4,500 4,688 4,875 5,063 5,250 5,438 12,600 6,300 _120,000 125,000 - t30,D00 i35,000 140,000 145,000 150,000 155,000 160,000 165,000 ;•- 170,000 175�DD0 1BO.D00 -- 185,000 19010D0 195,000 200,000 205,OD0 210,D� 6,000 6,250 6,500 6,750 7,000 7,250 7,500 7,750 8,000 81250 8 500 8,750 9 000 9,250 9 5D0 9,750 10,000 10,250 10.500 10,750 9,000 9,375 9,750 10,125 1D,S00 11,875 11,250 11,625 12AD0 12,375 12,750 113,125 1 13,5000 13,875 14,25C 14,625 15,000 15,375 15,750 16.125 13,125 13,650 14,175 14,700` 15,225____ 6,563 6,825 7,088 7,350 7,613 5,625 15,750 7,875 5,813 16,275 8,138 6,00n 6,188 6,375 16.800 17,325 17,850 3.400 8,663 8,925 6,563 18,375 6,750_ 1 18,E 6,9 38 19,A25 7,125 19,950 9,450 9 45D 9,713 9,975 7,313 20,475 10,238 71500 1 21,1]OD 10,500 7,688 1.075 21,525 22,050 _ 22,575 10,183 11,025 11,288 a 063 2]5,000 220,004 225,000 11,000 11,250 - cnn� 16,500 8,250 16,675 -73,439 17,250 B,625 13,100 11550 23,625 111813 24,150 12,075 1. The 1994 date refers to dvrellir4s wnstructed under the 1994 Minnesota Fitergy Code. The default KAIR used in this setllon of the table is 0.20 ACH. 2. This sector of the tab4c is to be used for cwailings constructed prior to 199, 1Ttc kfaull KAM ued rn this seclton of the tahte is 0.40 ACH Page 6 of 6 ,'�Fams\ventlMatrµ><o��rCais047 5 Ll.dorx / . ': 9* --- New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. - Mailing Address of the Dwelling or Dwelling Unit City 752 Summberbrooke Ci, Eagan, MN 55123 Eagan Name of Residential Contractor MN License Number Homes By Legacy BC667652 ;, 1 , ,. i,, 11. 1 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) w o a c 2 Active(With fan and monometer or i—' other system monitoring device) tC U = = a .2 y C o N ,D CEJ g 7 Q m Q� 4�J U y '6 c U > o z A ° o. ii K o Insulation Location x $ U 0 i w c, o v 3 c . n ro c F z w _,..t c° 2 c Other Please Describe Here Below Entire Slab X Foundation Wall R-1 5 x ) Exterior 2"CertiStud--Interior 3/4" hermax) Perimeter of Slab on Grade X _ Rim Joist(Foundation) X Rim Joist(1st Floor+) R-20+ X Interior I Wall R-21 X Ceiling,flat R-50 x Attic Ceiling,vaulted X Bay Windows or cantilevered areas R-30+ X Interior Bonus room over garage R-30+ x x x 'Exterior&Interior 2 Describe other insulated areas Garage Walls R-11 a-nd-Attie R-38 Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.27 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.28 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Bryant Bradford White Bryant Powered Interlocked with exhaust device. Model 986TB66100V21 RG2PDV75H6N 123ANA042 Describe: Input in 100000 Capacity in 75 Output in 3.5 HoneyWell Air Exchanger Rating or Size BTt1S: Gallons: Tons: Heat Loss: 85100 Heat 38937 Structure's Calculated Gain: AFUE or 96.10% SEER: 14 HSPF% Calculated 38937 Efficiency cooling load: Cfm's "round duct OR Mechanical Ventilation System "metal duct Combustion Air Select a Type Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: - Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 100 High: 200.. Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: Mechanical Room Location of fan(s),describe: [Mechanical room in Garage Cfm's Capacity continuous ventilation rate in cfms: ,':: :`" ` 99 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 197 "metal duct Cledied by bAIVI VUISlvn ii... Air Conditioning Contractors of America Manual S (Residential Equipment Selection) ACCK Project Information Design Information \ Name 752 Summerbrooke Ci Outdoor Design Temperature-Summer C8§J o m o� City Eagan Indoor Design Temperature -Summer 70 State MN Indoor Design%RH-Summer 50 Alt tude 1021 Altitude Adj. 0.98 Outdoor Design Temperature-Winter -20 -/i Manufacturer Bryant Furnace# 986TB66100V21 AFUE 96.1 Proposed Manufacturer Bryant AHU/Coil# CNPVP4221ALA SEER 13.0 Equipment Manufacturer Bryant Condenser# 123ANA048 HSPF Manufacturer Package# 123ANA042 Manual J Heat Design TD Design Return Air Total Sensible Latent SHR Load Loss For Airflow CFM (F wb) BTUH BTUH BTUH 85100 17 1838 63 38937 34371 4566 0.883 — Manufacturers Performance Data(A) Lower Return Air Total Sensible Latent SHR Entering Coil Temperature=75(F db) CFM (F wb) BTUH BTUH BTUH Rated CFM @ Rated RA Temperature 62 39,920 38,900 1,020 0.97 Rated CFM @ Desing RA Temperature 1400 63 40,566 37,600 2,966 0.93 Rated CFM @ Rated RA Temperature 67 43,150 32,400 10,750 0.75 Manufacturers Performance Data(B) Higher Return Air Total Sensible Latent SHR Entering Coil Temperature=75(F db) CFM (F wb) BTUH BTUH BTUH Rated CFM @ Rated RA Temperature 62 40,890 40,890 1.00 Rated CFM @ Desing RA Temperature 1 1575 63 41,434 39,550 1,884 0.95 Rated CFM @ Rated RA Temperature 67 43,610 34,190 9,420 0.78 Manufacturers Cooling Performance Design Design Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Interpolated Equipment Capacity 42,481 258 0.99 Excess Latent Capacity Calculation 1838 63 42,739 -2,154 -2,154 Capacity @ Design CFM/RA(F wb) 40,327 2,412 0.94 Equipment Capacity as a%of Design 109.76% 117.33% 52.82% Capacity Capacity Balance Supplemental Heat Pump Data @ 47°F db @ 17°F db Point Heat Required . 65.0 24.93 — Input Output AFUE Desired Calculated Furnace Data Capacity Capacity Temp. Rise Airflow 100,000 98,000 96.1 55 1,650 MANUAL J8AE • SUMMARY REPORT Mfg.Equipment Sensible Heat Ratio 0.75 ACOA Project The Landon Manual Overide Entry for Design CFM Manual 0 Room Name HEAT LOSS HTG CFM HEAT GAIN CLG CFM CFM Mud Room/Powder I 3506 75 661 34 75 Foyer 3219 69 896 47 69 Bedroom#2 3866 83 2025 105 105 Jack and Jill 2621 56 327 17 56 Bedroom#3 3502 75 2012 , 105 105 Great Room 6685 144 5779 ' 301 301 Kitch/Din/Pantry's 7270 156 3616 188 188 Laundry 1333 29 995 52 52 Owners Suite/WIC's 5106 110 3191 166 166 Owner's Bath _ 4043 87 1574 82 87 BMNT beds/bath 8087 174 2348 122 174 Media/game/foyer 14089 303 5584 1 291 303 Exercise Room 5129 110 1625 85 110 Theatre 3254 70 64 3 70 Storage 2621 56 53 3 56 Room Envelope Totals 74330 1600 30749 1600 Total Area t Construction Components HEAT LOSS HEAT GAIN 715 ( Windows&Glass Doors 19305 22.69% 23354 67.95% Skylights •+ 42 Wood&Metal Doors 529 0.62% 153 0.44% 3579 Above Grade Walls 18360 21.57% 2142 6.23% Partition Walls ' 1615 Below Grade Walls 7268 8.54% 2712 Ceilings 4882 5.74% 1085 3.16% Partition Ceilings Passive Floors Exposed Floors - 86 Slab Floors 3173 3.73% 2655 Basement Floors 5735 6.74% Partition Floors Infiltration 15078 17.72% 1436 4.18% Internal Gains 2580 7.51% Duct Loss&Gain _ Ventilation 10770 12.66% 1915 5.57% Blower Heat Gain 1707 4.97% Total Sensible 85100 100.00% 34371 100.00% Total Latent 4566 Total Cooling Load 38937 RECEIVED MAR 13 2019 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings • 752 Summerbrooke Ci, Eagan, MN 55123 -S/62l �9 Site Address I Date Contractor State Plumbing&Heating Eric Stofell completedeytpieaseormt, Signature Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5.2) Square feet(Conditioned area including Q� Basement—finished or unfinished) a 3 tom' Total required ventilation Number of bedrooms Continuous ventilation Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation R403.5.2. The table and equation are below. Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space , Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 0 60/40 0 75/40 0 90/45 0 105/53 0 120/60 0 135/68 1501-2000 ' 0 70/40 0 85/43 0 100/50 0 115/58 0 130/65 ❑ 145/73 2001-2500 0 80/40 0 95/48 0 110/55 0 125/63 0 140/70 0 155/78 2501-3000 0 90/45 0 105/53 0 120/60 0 135/68 0 150/75 0 165/83 3001-3500 0 100/50 0 115/58 0 130/65 0 145/73 0 160/80 0 175/88 3501-4000 0 110/55 0 125/63 0 140/70 0 155/78 0 170/85 0 185/93 4001-4500 0 120/60 0 135/68 0 150/75 0 165/83 0 180/90 ❑ 195/98 4501-5000 0 130/65 0 145/73 0 160/80 0 175/88 ❑ 'r 0 205/103 5001-5500 0 140/70 0 155/78 0 170/85 0 185/93 CI 200/100 • 215/108 5501-6000 0 150/75 0 165/83 0 180/90 0 195/98 h 21' 105 0 225/113 Equation R403.5.2 (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 ventilators(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 continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. RECEIVED MAR 131019 Section B Ventilation Method Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Ventilator)-cfm of unit in low must not exceed continuous Low CFM I D o I High CFM z D v ventilation rating by more than 100%. Directions-Balanced ventilation systems are typically HRV or ERV's.Enter the low and high cfm amounts. Low cfpn 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 Schedule Description Location Continuous Intermittent ERA M 1-1 Vok /Ws or- kion /,tom /3u P�rftil! r$1105 _ 6 'zoo 6.@9oe AE •• _Pee rediA . 4000LIDO Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) GCZU w t t. T'0 TI+t:lAMI 0$r'H'rT r',, PCL ObelikW1514 TO OF'b'1444 re o wJ 14 P c - 1 F 17ME t31tl-s Fib Ofto C_1�t''k IJ [LLe-3-5 2 Ci14P1A-L4i or- Fj�1'r' 192 CFM/42 Minutes ZIAT A 'PAWS''. ,5 W l TW ,3 OP 4-T I V/" 0 CRunning per hour Z IA/4 b>✓ 14004 sw i TLi+Gla ©Pt'LLthTI Ott-o Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance, Related trades olso need adequate detail for placement of controls and proper operation of the building ventilation. if exhaust fans ore 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 mode and described. Section E Make-up air O Passive (determined from calculations from Table 501.41) 0 Powered(determined from calculations from Table 501.4.1) 0 Interlocked with exhaust device(determined from calculation from Table 501.4.1) Other,describe: Location of duct or system ventilation make-up air:Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) (NR means not required) Page 2 of 6 • 752 Summberbrooke Ci, Eagan Table 501.31 Procedure to Determine N6keup Air Quantity for Exhaust Equipment in Dwellings Use the Apprgeriate Column to Estimate House Infiltration One or multiple power vent One or multiple fan- One atmospherically Multiple atmospherically or direct vent appliances or assisted appliances and vented gas or oil vented gas or oil no combustion appliancesA power vent or direct vent appliance or one solid appliances or solid fuel __ ...._ �__,.,• ._ . appliancesa. , ,_._:_ fue)appliances appfiancttis°._ _. 1a) ptessure_factor_(Cfmist)r._ 015 _ _0.09.____.__. .._ 0,06.__.__, _____. 0.03. b) conditioned floor area (sf)(including St 2JCo2 I' I•I 1.. •11•/t Estimated House �i Infiltration(cfm): g E 7 [1a x lb] 2. Exhaust Capacity a) continuous exhaust- only ventilation systems (cfm): (not applicable to balanced ventilation systems such as HRV) b) clothes dryer ( 135 135 T' 135 135 c) 80%of largest exhaust rating(cfm):(not applicable if 14° recirculating system or if powered makeup air &t""AA is electrically [alp interlocked and matched to exhaust) d) 80%of next largest exhaust rating(cfrn): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) not applicable Total Exhaust Capacity �s (cfm):[2a+2b+2c+2d]_ 3. Makeup Air Requirement �SS a) Total Exhaust Capacity (from above) b) Estimated House .a0 Infiltration(from above), Makeup Air Quantity (cfm):[3a—3b] — 3s--Z (if value is negative,no makeup air is needed) 4. For Makeup Air 1 Opening Sizing,refer tc N 1 kA Table 501.3.2 A Use this column if there are other than fan-assisted or atmospherically vented gas or'oil appliances or if there are no combustion appliances. 6 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. ° 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. 13 752 Summerbrooke Ci Combustion Air 1346.6012 IFGC APPENDIX E,WORKSHEET E-1. If GC Appendix E,WorksheetE-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in t -+ e Space) Step 1: Complete vented combution appliace information: Fumace/Boiler: _Draft Hood _Fan Assisted Direct Vent Input: ' Btulh (Not fan Assisted) &Power Vent Water Heater. � ^'a _Draft Hood Fan Assisted _Direct Vent Input:1;000Btu/hr ( Not fan Assisted) &Power Vent Step 2 Calculate the volume of the Combustion Appliance Space(CAS)containing combusti The CAS includes all spaces connected to one another by code compliant openings. CAS volume:Z,N3O ft3 Step 3 Determine air Changes per Hour(ACH)1 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. 4a. Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT DIRECT VENT APPLIANCES)Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume(TRV) TRV: ft3 If CAS Volume(from Step 2)is Beater Man TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate(KAIR)Method Total Btulhr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input:?Io,00C Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted(RVFA) RVFA:5-1145- ft3 Total Btu/hr input of all non-fan-assisted appliances Input: o Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find , . Required Volume Non-Fan-Assisted(RVNFA) RVNFA s.' Total Required Volume(TRV)=RVFA+RVNFA TRV= o + SL2S: 5b2S ft3 G " ," If CAS Volume(from Step 2)is greater than TRV then no outdoor openingsa It CAS Volume(from Step 2)is less than TRV then go to STE P 5: Step 5r Calculate the ratio of available interior volume to the total required volume. 2 430/stol s = .6132. Ratio=CAS Volume(from Step 2)divided byTRV(from Step 4a or Step 4b) Ratio= / =_ Step& Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- ,432. = .g95 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(EXCEPT DIRECT VENT) Input: 74'.°O3Btu/hr Combustion Air Opening Area(CAOA): Total Btulhr divided by 3000 Btulhrper in2 CAOA='2 93000 Btu/hrper in2=LE,in? Step a Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied byRF Minimum CAOA=25-,3-3-x 'GD'$ 14111 in2 Step 9 Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square rootofMinimum CAOA CAOD=1.13 x'4Minimum CAOA= LIZ in S V �If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section 304. ‘fir�rK 58 1 REVISOR 1346.6014 1346.6014 IFGC APPENDIX E, TABLE E-1. IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Fan Assisted Non-Fan-Assisted Standard Input Rating Method 19941 to 19941 to (Btu/hr) (ft3) Present Pre 19942 Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 1�yti.elFd`:M..agay � zzsrr4+> ( , 4 '80 000 ,000 6,000 r'' 3,000 8,400 4,200 85,000 , 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 Copyright©2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. RECEIVED Makeup Air Opening Table for New and Existing Dwelling MAR 131019 Table S01.4.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent 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 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 opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) 7( Passive(see IFGC Appendix E,Worksheet E-1) Size and type 5 is FLIM 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. Page 4 of 6 RECE1VEL MAR 13 2,019 Directions-In order to determine the makeup air, Table 501.4.1 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 501.4.3. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.4.2.3. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no powervent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column 8 1.Use the appropriate column to estimate house infiltration 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 2 VZ unfinished basements) 51 �/ f� Estimated House Infiltration(cfm):[la &o7 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(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 (not applicable if recirculating system W or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (dm); bath fan typically (not applicable if recirculating system NOt or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); SE— u (2a+2b+2c+2d) 1 III 3.Makeup Air Quantity(cfm) 4 S a)total exhaust capacity(from above) b)estimated house infiltration(from i7� above Makeup Air Quantity(cfm); [3a—3b) — 3 1 2 (if value is negative,no makeup air is J needed) R.For makeup Air Opening Sizing, ! N I. 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 maybe used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 RECEIVED 1 • . . MAR 132019 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1,1346.6012 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. pace/Boiler: /';►� Draft Hood Fan Assisted f�f,Direct Vent Input: 100,000 Btu/hr Power Vent ' ' ater Heater: /� raftHoodor Fan Assisted ( IDirect Vent Input: 7�Q. �) Btu/hr LJ tJ 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:,Gci ) ft3 L x W x H L 18'4W15' H8'10" Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). i 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: Btu/hr I Use Standard Method column in Table E-1 to find Total Required TRV: ft3 . 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 S. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:, 7(4400(. Btu/hr ct 00'6 Use Fan-Assisted Appliances column in Table E-1 to find RVFA: r( ft' Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: b Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: d ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 5 f to 2,' + t7 = S, tolj TRV ft3 If CAS Volume(from Step 2)Is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)Is less than TRV then go to STEPS. Step S:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= Zi i 30 / S,(07i5- = r 0. Yac- Step 6:Calculate Reduction Factor(RF). RF=1minusRatio RF=1- ,113f, = , ''. 9✓ 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: 710,000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per in' CAOA= 7(C,000/3000 Btu/hr per int= Z S. in' 1 Step 8:Calculate Minimum CAOA. p� ILI,Li Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25S7 . 3 x • �9l/ = I"►,_I in' i ID Step 9:Calculate Combustion Air Opening Diameter(CAOD) 'J Q ti. 3gr CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13'l Minimum CAOA= tit ZS 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 G304. Page 5 of 6 r - ,. RECEIVED 1IFGC Appendix E,Table E-1 MARW Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 ; 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55.000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5 25 2,813 7,875 3,938 80,000 7C 4,000 6,00 3,000 8,400 4,200 f 85,000 4,250 ,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 , 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 , 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 _ 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 _7,088 140,000 7,000 10,500 _ 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 _ 15,000 7,500 21,000 10,500 _ 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 _ 15,750 7,875 22,050 11,025 215,000 10.750 16,125 _8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. Page 6 of o EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Summerbrooke 2nd Lot Number 5 Block Number 1 Address 752 Summerbrooke Circle Builder Homes by Legacy Email: rob c(�.homesbylegacybuilders.com Contact: Rob Erstad Tree Protection Requirements: X Tree Protection Fencing To Be Installed on Site by builder Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Six(6) Category A trees (>=4.0" caliper deciduous trees, or>= 12' conifer trees) per approved Tree Mitigation Plan to be installed following construction. Attachments: X Yes (Refer to ,t�/'1 A Vnr STRY DIVISION No /'�vl/`1�V r REVIE•A E1 Additional Notes: BY H:\ghove\2019file\treepres\Tree Preservation Plan Summerbrooke 2"4+Add Lot 5 Block 1 DATE ( 6( Gregg Hove From: Rob Erstad <rob@homesbylegacybuilders.com> Sent: Tuesday, May 21, 2019 2:45 PM To: Gregg Hove;Jason Smith Subject: 752 Summerbrooke Circle tree plan Trees will be planted/replaced in such manner necessary as to satisfy the following: (6) 12' height conifers (or 4" caliper deciduous trees, or a combination of either)will be present on the property after construction activity has ceased. These trees are in maintaining the same amount of forestation as was present before the start of the project. I will have protection around the other trees by the time of footing inspection. Thank you. blob Erstad Area Construction Manager Homes by Legacy, LLC 14525 Highway 7,Suite 330 Minnetonka MN 55345 T: (952)446-5599 Sent from Mail for Windows 10 1 11.'q. / -/ \ r-_ ' 00.11' _C-- --<10� % 0. • a i 9139 'srb9- / :. . �.\ G l 9122 91 x9110 V 4 \\ $ench tI2.26 / h >5 913.3 56 ri. I • ]O / \ x9129 9119 • •07. 91aX -,_ 91X39 a - 'pass /� / x9123��`\• n y -sore] \\��,; ::: 11.00 \ Ntlmu '� vlaa niiii,, . 7.14 x anis x 2 x 39x2 ni. p /� \pfd`. ,� ...• 9�7.� x9117 0 \x 91.9 4o."iO'I440* Z x 9939 yY \ Benchmark 0, 8129 \ :- x9129 `/ \ ,1a ,l • x91 9s. 1. s \ e°,'4 / �, ` e 1, 4• ,1(99.9 / X9I x 911' /„ \ ' 00 Ae o9:s6 O• siw 9.s 908 3, �/ • soio ',, 4 0 79 :1' $ \ x 123 , B x9926 tllfl ark \ \ / ' - 991.. x 911.7 \ .1 R. , . / x rai] \0 \ x .zap,,a' / • x 911.8 �,�x910.9 \\ .g7,• C� -• 'F $ 4 // �� O nal x6019 ,. 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I 1-1- 7v 0 .'� O p1 I 1a4 1 4 I gnrili ,., L\i /C e\ • S*4V ��:� ��`i..".A' 4r f'I16141'�I.►C�rgliaT.c�iA;i• V I 1 I )I \‘. \ I\ \ 11 . ‘ ti / 7� g g 'C / ,�+0�,�►w��w:��s a�:�`l.S.�=yi�`.-�`.`�'; fi�;��" { I ‘' I I \1 \ r',I ` \ 1 i Z 3 8 -� _ _0_ -8`6 � ---zz6___-920--- �7/� N I �`,,,__� 2iz- A 1, '',3,\\...L-:--___.„ --,\� I II I Illi! ,I1 , 1 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION • bCI( i r 4'44-mkt 2."� /fid- PROPERTY LEGAL: � Ll/ � 1 • L DATE OF SURVEY: /2/e///r LATEST REVISION: d c as t C.) s- 0 Z a DOCUMENT STANDARDS ,PI 0 ❑ • Registered Land Surveyor signature and company jir ❑ ❑ • Building Permit Applicant 0 0 • Legal description ❑ ❑ • Address 7.5?, ' ❑ ❑ • North arrow and scale ,,el ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ❑ 0 • Directional drainage arrows with slope/gradient% y ❑ ❑ • Proposed/existing sewer and water services&invert elevation ❑ 0 • Street name ,fg ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) id ❑ ❑ • Lot Square Footage ,21 ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners yi ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond,stream,etc.) Proposed 2' ❑ ❑ • Garage floor ,d ❑ ❑ • Basement floor 4 0 ❑ • Lowest exposed elevation(walkout/window) ,0 ❑ ❑ • Property corners ,' ❑ ❑ • Front and rear of home at the foundation N • PRV Required PONDING AREA(if applicable) ,' ❑ ❑ • Easement line ,PI ❑ ❑ • NWL ❑ ❑ • HWL y ❑ ❑ • Pond#designation .� ❑ ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions ❑ ❑ • Right-of-way and street width(to back of curb) iFf ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) f ❑ n • Show all easements of record and any City utilities within those easements ❑ ❑' • Setbacks of proposed structure an. side and setback of adjacent existing structures 0 0 —, •• Retainingwall requirements:uirements: Reviewed By: " // `�• Date 00/p G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 .. /..5- ---S9 --- lik Cie-- • Denotes iron pipe Ci ,..H g Wal!Wit f ,�� Denotes service ptE, h .w.i Q Denotes teleox ✓ e ed � � : pER�M��R�O . Denotes electric box 4GF ❑� Denotes telephone box \ X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation \ Denotes drainage flow direction I , A Denotes spike --<-♦ 6 ,\ • w -4.-- • / R. 11 � 13.3 / P.R.V. REQUIRED ....._ --:‘;t4.tr.,:::::ill, 904.0 6 `/��r/ � 913.3 -.014. 1#4t..411#74 -...... i_111Sb3.3 / �5:, // � 4'�- Nue �j \ \‘z-----,,,,.N5 s Sd1. \\/ .r ,.A 1, 'j�,x 904.2 901.7 I `\\` a� ` ZZH„.i . Ca cwt CIA � \ S `\\ 99� - 0 m ,..,,,.. \ 4 ..; \ . n WM -. • - \\90`'.7 '• / \% `\\ Q. 0. '--n 9gZa \� f / _en 1. a4 i�1,' // s - . - 89685.6 O ..3 E"w : '//,ter --'896.1 Si 0 4I . // WETLAND --�--- ` \\ s•\`96.2 d / fi \ \ \` ..•\895.8 \\ \� \896.0 •'69679 ••\ / \ \\ 1 "\896.0 \\ `�`\ 1"C 895.8 1 \ \ I \ \ 1\69k.1 \ \ •of**Wr\ \ 1 896.0\ CO 1 \ • 1 0-19 k E e of wo- \ �,. 1 N \ r 1 2 i1-19 \ 895.9 / 1896.1 �/ -� I �i / I \ �i 696.2 1 896.1 \ -...,.._4,_...... Y T i_ ��/ 7 1 \ .....'' 1895.8 1 � l� 913.3 iii11_\C /j \ \ \ I I ,,I,,r: 916.2 \ 1 \ I 1 f 1 1 ' 917.5 \ 1 / \ \ X°?.° --;i1\\` \\\ \ j `\ \ \ l 695.7 In \ --- �6 • n = In p \\,,�♦/-__ •� `' ill `• •6 in Z • 1 \ q CD g 1 1 I 0 923.5 I 111,` =921.7 N89°57'00"W 330.00 I \ lid 0 • A Lot area 111573 SF cI-E /VEID- Porch _ _ area = 735 SF Sidewalk area = 138 SF ' /y Driveway area = 1242 SF By Total Impervious Area = 5724 SFk Impervious Coverage = 5.1% fete Construction Notes: EAGAN ENGINEERING DEPT. 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. Lowest opening elevation per grading plan :907.5 3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest floor elevation per grading plon :907.5 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. House elevations (Proposed) / As-built 6. Add or remove foundation ledge as required. Lowest Floor Elevation (907.5) / ; General Notes: Top Of Foundation Elev. :(917.5) / 1. Grading plan by Pioneer Engineering last dated 8/22/18 was used to determine proposed elevations shown herein. Garage Slab Elev. ® Door :(917.1) / 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures We hereby certify to Homes by Tradition LLC that this survey, plan 0' 25 50 on the lot only. Contact builder prior to construction for approved construction or report was prepared by me or under my direct supervision, and plans. that I am a duly licensed Land Surveyor under the laws of the 4. No specific soils investigation has been performed on this lot by the surveyor. State of Minnesota, dated 12/21/18. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. Signed: io eer En ineering, P.A. 5. This certificate does not purport to show easements other than those shown on the recorded plat. Benchmark: 6. Bearings shown are based on an assumed datum. • BY: Top Nut Hydrant Peter J. Hawkinson, rofessional Land Surveyor Lots 3-4 Block 1 Elevation = 915.99 Minnesota License No. 42299 email-phawkinson®pioneereng.com PISNEER ng� Lot 5, Block 1, neeri PA SUMMERBROOKE 2ND ADDITION Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS according to the recorded plat thereof Homes by Legacy 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota 14545 Highway 7 Suite 330 Mendota Heights,MN 55120 Fax:(651)681-9488 7 www.pioneereng.com Address: Summerbrooke Circle, Eagan, Minnesota Minnetonka,MN 55345 House Model: Elevation: (612) 590-0906 `o=ct##:118332001 Folder#:8195 Drawn by:MTWW Buyer: SpecA 100 ©Pioneer Engineering Sheet 1 of 2 sheets , __ �? � ' ( &6(1-b 012.. / 9�. a , qC- i ,/ 7. �\...... 1 4. 4, /w -0/4 t)S I 913.0 ' O C. 6CL 912.9 ` x 913.0 \�!\ 13.3 912.26 .4.1.'7 33.F2 �� Srn/ GBenchmork_ 913.3 _ � M� p 07. " / 10 \ x912.9 913.9 •13.2 X906.6 913.J' 913.3 x1\ X912. 13_ffjj•.4!913.4911.7 / x 912.3 \ \ x • 4�!�7C 9136/ \ (9� x 9,1.6 Sodded ��,'�,�'/410 \\�'o/ 23� X909.0 eiNktilr, 1 ..0 3. x 9 �Rn \ / 912.„,„5) , `\ / S .............. 904.1 a� 913.2 \\ \\\ll/�j 912.2 \ ., \ 1 "\ \ 913. \ �, \912.9 `O� `i. ,/ 911.6 . \ x 909.• u \ /111\\` X x 902.2 \ \��Gj� 1' 12.1 \ \ / 74 X 903.4 90z9 (913.5 913.3 7 . - ---912.1 6'90T J'. �•5) , P \ Yet 'L o \ \\\I x 913.4 p C,� / 7 00 •09.4 �907.8 / x 913.7 0� 970,9 •1. �� 11\\!\� \\\3.4 (.9 \\ �%, ?1 o.1 N. 1.0 \ . 029) �Q� \\X 91 9114.......!!!T% D \ ✓� \\ No \ x 91 .6 oQo�o1 �,/ ti y �� 00 906.6 x 906.0 ,/'/ 902.85 \ Qat\Je x 913.3 ♦ 9 el 91 • 0, �/- p• 906\ ,/ Benchmark C3 912.9 \ Q 9 \p 91id8 1y` `90 .1 , `\ O/ 912.9 \1 0 \RIG \ 0 \ 11 / `'• x91 .9 / - 90 .5--0 \\ \t,��//,yip / X9 l) x 113.3 \� X 9c x 912.2 \ `w 19,E ti� �l � N6 x9°513/ � \ �,fc so4.z/ X • .4 \ \912.8 `'�S '40<// j� \ ,/� 00 x •1isz ped •os.s ,///6 . / x 911.8 \ / OO Ae 090 5e 40• \b. /// 902.0 ' ��/ 91 Ocp QC�0J ',. / '� ,00 907.2 ae / 00 ..q..j a //� u \ x 12.2: ep // x 902.5 901.8 911.86 \ -0p sob 2 Benchmark O0 / n x 902.7 / / x 911.7 \ x .115 l \�• / , N0 \ 0 x •'7.3'0 // r 0,, ' O 0.06.8/ ' / X911.6 "� X 910.2 \ 0- / oc / .7\ \ Q 00 O- 'o, •.....,\ O �� x 908.9 \ /X 906.8,/ ,k• N) q x 910.7 907'907.1 0O 906.3 / a el 908.3 • 00 IJ o /.� O Q k'907.7 1 •907.2 OO \ ,♦ / O pie eC z \ x 904.0 .6 6' X 599.7 (909.0 907.0 \1 v., X 906 7 o)Q\ // 906.5 + h1 / Ql°eo�e 1 x 907.0 A Y O. / X • ..1 \ o.� 00, \- L / / 912.5 II X 9�s• N\, / ` / / ` J 'I ` // / / x 899.9 x 9R .‘i. x 904.6 1 / rp co 1 906.23 / \‘ /' 1 Benchmark / 5 907.9 4k 908.2 / X Q / \_ - - �c906.0- - - - � 902.2 ai 906.6 u 907.0 x� 1 S89 50'02"Wx 905.6 36.13 1 x 905.4 - 1 1 x 905.8 /� Xn900.2 A. p t-r /ry d 04.8 ° :,t51!>.I� :: - `.SP, fi. VC\J CII 1 /1 / 906.6 904.6 Y-• _ 1 ;, l X 905.3 X 9 4.9 .�? `� �``a 906.3 1 ^ / // 97.8 11905 7_.�_ :J71^ / 1 / v /X 903.4 // / 1 .05.6 `I // 1 / /..; 9 / 3.802.8 / / ___--X 902.8 X6.7 / // �� 25 \ X 897.7\ X 905.2 •'// \`` x 898.3 )(897.6 N� X,, .R -' X 904 x 902. 1 ,,` 907.0 904.54 ,15 X 901.5 X 901.\5 x 905.1 / • I , `\ BIOFILTRATION \ X .8 / BASIN (55F) \\ i / \ / \ X 901.5 \ X 900.2 X4.4 / \\i I \ X 901.3 X 901.0 \ X 905.0 .�4 N WL=903.4 \\ ---� -��595., x 59..z 11 \\ HWL=904.3 X902.3 1 1 \ 1 \ X 901.4 '�\ \ \ �C 902 _ \ \ 903.6 "-".912dae of water ‘\ _ -- 0' 10' 20' PISNEER neeri Lot 5, Block 1, ertg�i ng,PA SUMMERBROOKE 2ND ADDITION Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIITCCTS according to the recorded plat thereof Homes by Legacy 24'22 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota 14545 Highway 7 Suite 330 Mendota Heights,MN 55120 Fax:(651)681-9488 1. www.pioneereng.com Address: �ummerbrooke Circle, Eagan, Minnesota Minnetonka,MN 55345 • House Model: Elevation: (612) 590-0906 Project'#:118332001 Folder#:8195(Drawn by:MTW1/4 Buyer: Spec J ©Pioneer Engineering Sheet 2 of 2 sheets Wall framing by others Top of porch/garage slab flush w/sub- floor of main floor,thicken at bearing on ledge formed by truss offset/optional ledge (insulation by 18"top chord bearing floor others as required) trusses @ 19.2"o.c. max by others, attach to sill plate w/Simpson or equal A35 I clips on each side L-_ 2x6 sill plate w/1/2"diameter anchor bolts w/7"embed &2"x 1/8" C round/square countersunk washers @ 24" o.c. (place bolts at least 2.5" from edge of both sill &wall Optional 4"wide x 6" high slab ledge • (insulate as required by others) 10" min nominal thick cast-in-place concrete foundation.wall w/#6 vertical bars @ 24"o.c. ma laced -47 1.5" rom insi a ac ch 0 • (5)#4 continuous horizontal bars evenly spaced BACKFILL GARAGE WITH SAND WITHIN 10'OF REAR WALL 3.5" min thick cast-in- place concrete slab-on- #4 x 2'-0" long dowels @ 48"o.c. max grade by others w/5"embed in footing typ • Remove existing strip footing & replace w/new 20"wide x 8"thick min unreinforced concrete strip -Doting (dowel to existing at each end w/(2)#4 x 2'-0" long dowels centered in footing w/12" embed) I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell,PE(MN#42341)6-21-19 ISSUED FOR CONSTRUCTION • Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 i • - Project Name: Zero Clearance Foundation Replacement Minneapolis,MN 55413 Project# 19.059 Phone:612-720-4639 Client Name: Homes by Legacy, LLC Fax:612-886-2966 1 Description: Typical Bearing Wall Section (NOT TO SCALE) www.oswellec.com Site Address: 752 Summerbrooke Circle, Eagan, MN Page: S2 of S2 • RECEIVED SCOPE OF WORK: 1y(, 1 7 7019 Structural engineering design and detailing for the replacement of a zero-c earance entry cast-in-place concrete foundation along the rear wall of an attached garage that was distressed during backfilling. The design is in accordance with the 2015 Minnesota State Building Code and the amended 2012 International Residential Code. Means and methods of construction for shoring, insulation, flashing, water-proofing, and all other non-structural Code requirements are to be by others. These drawings apply only to the specific items noted. Refer to the architectural drawings prepared by KC Custom Home Design, Inc. for more information. A site visit was performed by the engineer on 6-20-19. NOTES: 1. Details are for illustrative purposes only and all dimensions are approximate and not to scale. The contractor is to verify all conditions with the field and the architectural drawings and notify the engineer of any significant discrepancies prior to starting the affected work. 2. ' - • - . • • 1. II . -rial. Assumed effective lateral pressure=45 psf/ft active (55 psf at rest). Garage backfill material is to be clean sand 1-ffective lateral pressure= 30 psf/ft active(55 psf at rest)). 3. oil bearing capacity is assumed to be 2000 psf. 4. Concrete is to have a minimum 28 day compressive strength of at least 4000 psi for the walls and 5000 psi for the footings. Mix design is to be by the supplier. 5. japvide.mt.9Ata hooks at or hook all horizontal bars around all corners at least 24". Provide dowels en d i x'aingow ll end at each horizontal bar. - ti,,, .L_. 6. Where required,all bar splices are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 7. All bars#4 or smaller may be grade 40 (Fy=40 ksi). Larger bars are to be grade 60(Fy=60 ksi). 8. All wood in contact with concrete is to be treated or separated as required. Cut approximately 3' min around left Cut approximately 2' max from right side wall &remove &replace existing side wall & remove &replace existing rear wall as shown, see note 5 for rear wall as shown, see note 5 for dowels dowels :ELL I \ 1 ,• j'� su.H T 3-3}' -•t 4 ,1I-Mi 1 ,/ 1 j I NEE rvr,r.LL I ully epxoy injection grout all cracks in AR 2/6 dt rvT_oit rou vie _-- _ 1. z.} •‘'.M).-,...;p.' ,..# wall section remaining as required I_ I lrSti A Dj i;,v o'rn To 72a: pA iiZ. e 22A cnA-i) ov vA itT/a'v pr At,r, # /5- 3'1 & b (I) 75"1. 5v,4 1/44)3 Ae RF\l' IF-1N E D i b BY:___4;ap44/ DATE: 7,11_2 fig bt IW BUILDING INS CTIONS DIVISION 3 I - L 1_ 1 J'I m_., I hereby certify that this plan,specification,or report i, I -- I- ___..J was prepared by me or under my direct supervision { and that I am a duly licensed professional engineer 2-•t• .6._y. l ,�._ii, .• r 8.-3. - •-/• Mol[:rv�u[ ..... under the laws of the state of Minnesota. _ RO.W/T SFE J1-�7" -�T --0 ntT YE I }4'-s3' 1-0,ER 1 sc.l< /6--1 PARTIAL PLAN @ GARAGE �^"s(:=5".------ Craig Oswell,PE(MN#42341)6-21-19 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: Zero Clearance Foundation Replacement Minneapolis,MN 55413 Project# 19.059 Phone:612-720-4639 lili 1 Client Name: Homes by Legacy, LLC Fax:612-886-2966 Description: Scope, Notes,and Partial Plan(NOT TO SCALE) www.oswellec.com Site Address: 752 Summerbrooke Circle, Eagan,MN Page:S1 of S2 Jeffrey Wheeler From: Rob Erstad <rob@homesbylegacybuilders.com> Sent: Monday, January 6, 2020 2:44 PM To: Jeffrey Wheeler cc. Seth Landon;Jason Smith RECEIVED Subject: 752 Summerbrooke Ci JAN 0 6 2020 11-47-7417--#- 2 Follow Up Flag: Follow i5�39 Flag Status: Flagged Hello Jeff, Per our conversation minutes ago, I request that the building permit for this property be terminated. Homes by Legacy is no longer building the home. Thank you. Rob Erstad Twin Cities Area Construction Manager T(952)446-5599 Rob@HomesByLegacyBuilders.com 1 EAGAN ESTABLISHED 1860 January 8, 2020 HUNTER HOMES LLC 756 SUMMERBROOKE CIRCLE EAGAN MN 55123 RE: Cancelled Permits Dear Property Owner: • r pizOLM/7" # /1'0 39x The permits issued to build the new single family home at 752 Summerbrooke Circle have been cancelled by the contractor. Prior to cancelation, the work was completed through the foundation. No additional work can be performed at this address until permit applications are submitted by a new contractor and reviewed. This includes the plumbing and mechanical permits. Please call 651-675-5675 to inquire about when a permit is required and the submittal requirements for obtaining a permit. Please respond within 10 days of this notice. Thank you in advance for your anticipated cooperation in this matter. Please do not hesitate to call if you have any questions or concerns. Sincerely, 07/ fr ' Jeff he er Inspections Department cc: Dale Schoeppner, Chief Building Official MAYOR I MIKE MAGUIRE COUNCIL MEMBERS I PAUL BAKKEN,CYNDEE FIELDS,GARY HANSEN, MEG TILLEY CITYOFEAGAN.COM CITY ADMINISTRATOR I DAVID M. OSBERG MUNICIPAL CENTER 13830 PILOT KNOB ROAD, EAGAN, MN 55122-1810 MAIN: (651) 675-5000 HEARING IMPAIRED: (651) 454-8535 MAINTENANCE: (651) 675-5300 UTILITIES: (651) 675-5200 Jeffrey Wheeler From: Ben Radant <benradant@comcast.net> RECEIVED Sent: Wednesday,January 8, 2020 10:00 AM To: Jeffrey Wheeler JAN 0 8 2070 Subject: 752 summerbrooke Cr. Hi Jeff, please cancel the plumbing and mechanical permits for 752 Summerbrooke Cr r ' #r 115395- /61396 Thank you, Mid State Plumbing & Heating, Inc. Ben Radant CEO Office: 651-480-1195 KC Custom Home Design , inc. eg JAN 16 2020 Nathaniel Bliss: Bliss Homes, LLC has my permission and consent to use the architectural plans for 752 Summerbrooke Circle Eagan, MN, Lot 5, Block 1, Summerbrooke 2nd Addition, Dakota County, Minnesota. Bliss Homes, LLC has my permission to build this home only on 752 Summerbrooke Circle Eagan, MN and is not allowed to build this home on any other property without my written permission and consent. Sincerely, 006 (ze .c Brandon Scheuble President 612.518.2118 YO. '7 3o`.2I VP,JE✓1 r425'c 2i'o Receipt:#628844 3330105 SQCD $46.00 DT CONV $1.65 1111 ( II II 1111111111 1111 No Deliquent Taxes Transfer Entered Recorded on:10/4/2019 8:66 AM CRV Not Required By:TMB,Deputy Return to: Office of the County Recorder SIMPLIFILE Dakota County,Minnesota 5072 NORTH 300 W Amy A.Koethe,County Recorder Amy A.Koethe,Treasurer Auditor PROVO UT 84604 R 47 JAN 1 0 2020 QUIT CLAIM DEED Business Entity to Business Entity eCRV number:NA DEED TAX DUE: $1.65 DATE: October 3,2019 FOR VALUABLE CONSIDERATION,Homes by Legacy,L.L.C.,a Minnesota limited liability company ("Grantor"),hereby conveys and quitclaims to Hunter Homes,LLC.a Minnesota limited liability company ("Grantee"),real property in Dakota County,Minnesota,legally described as follows: Lot 5,Block 1, Summerbrooke 2KI Addition,Dakota County,Minnesota 7 of si'1101Cfl enGVie e (4 Total consideration for this conveyance is$500.00 or less. Check here if all or part of the described real property is Registered(Torrens) ❑ together with all hereditaments and appurtenances belonging thereto. Check applicable box: ® The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed.(If electronically filed,insert WDC number: [...].) ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Grantor Homes by Legaf . Se idon/ Chief Man:" State of Minnesota County of Hennepin This instrument was acknowledged before me on October 3,2019 by Seth T.Landon,the Chief Manager of Homes by Legacy,L.L.C.,a Minnesota limited liability company,on behalf of the limited liability company. Notary u he TIMOTHY A.NETZELL , ,,r; Notary Public • t State of Minnesota My Commission Expires ,z�► January 31, 2026 TAX STATEMENTS FOR THE REAL THIS INSTRUMENT WAS DRAFTED BY: PROPERTY DESCRIBED IN THIS Netzell Legal Services,PLLC INSTRUMENT SHOULD BE SENT TO: 9531 West 781 Street,#135 Hunter Homes,LLC Eden Prairie,MN 55344 756 Summerbrooke Cir. Eagan,MN 55123 . pt /5es.--- _ 6 ft( tc,6- / I -) . , u /,—----- ( (j For Otiice Use tA ti C� 2 * E AGA N Permit*: / �S � i .2-5Permit Fee: ��. l-5 E CEIVE Date Received: "-20 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 JAN ) 0 2020 staff (651)675-5675 TDD:(651)454-8535 I FAX:(651)675-56 L BY: 2019 RESIDENTIAL BUILDING PER APPLICATION Date: ��_�24 Site Address: 751. SUNKMI,B<broolte. __C.i r del Unit#: Name: t *4 140 01%45 , I L C Phone: (a• ?61 • 4- Resident/ Owner Address i City/zip: Applicant is: Owner Contractor Type of Work Description of wo lU 2W 'Q A.% Construction Cost `/a Q k Multi-Family Building:(Yes i No X ) Company: Bliss Homes, LLC Nathaniel Bliss Address: 17240 Jade ct. City: Lakeville Contractor 507-649-7 Email: blisshomesmn©gmaii.com State: MN Zip: 55044 Phone: License#: BC752347 Lead Certificate# NAT-F204746-1 If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 122/months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes !\No If yes,date and address of master plan: Licensed Plumber: A;ft/ At eckiNget4.1.3 Phone: 6* 'akC-+ 66G a INA- it- r f Mechanical Contractor: phi; : ' Phone: Fire Suppression Contractor. Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you proms specific masons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you . - intend to dig to receive locates of underground Willies. I hereby acknowledge that this information is complete and accurate;that the work will be in confo : .' -noes and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work" .r►' I°' a permit that the wort will be in accordance with the approved plan in the case of work which requires a review and .•• • . ,Nathaniel Bliss x P Applicants Printed Name A. . as Signature --75-- - Sl`rn/Y\&Rb / 9 5-D-- QO NOT WRITE BELOW THIS LINE C i,K . SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Flex _ Lower Level _ Pool _ Accessory Building WORK TYPES Mriv cap.* ?�1.�,roA.. rax. e-*,vS�/irl.�,hi p��44r a/5 f30... le New _ Interior Improvement _ Siding _ Demolish Building* _ Addition Move Building _ Reroof _ Demolish Interior Alteration Fire Repair _ Windows Demolish Foundation __ Replace epair _ Egress Window _ Water Damage — Retaining Wail *Demoiidon of entire building—give PCA handout to applicant DESCRIPTION Valuation I coo It. Occupancy Z4c..-/ MCES System Plan Review Code Edition go i j SAC Units (25%_100%_J 11 i9 Zoning PD City Water VAS) Census Code f3 '- Stories i Booster Pump /Val #of Units / Square Feet yoG3 PRV t/.fw.S' #of Buildings I Length Gr 1 Fire Suppression Required Ahp Type of Construction1l Width tA. REQUIRED INSPECTIONS Footings(New Building) Meter Size: — Footings(Deck) it- Final/C.O.Required Footings(Addition) Final/No C.O.Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood 4b- Roof: *Ice&Water Final Pool: Footings Air/Gas Tests _Final Framing 30 Minutes LA Hour4 Drain Tile Fireplace: Rough In eAir Test ,,, Final Siding: Stucco Lath tone Lath _Brick_EFIS insulation Sheathing Windows Retaining Wall:_Footings_Backfill_Final Sheetrock ---T Radon Control Fire Walls Fire Suppression: Rough In_Final Braced Walls 1 Erosion Control c owk Shower Pan Other: 2R i/4 i rn i L Reviewed By: 1 1' ,Building Inspector i RESIDENTIAL FEES Base Fee �5/ "� Surcharge AMIK , Plan Review Alli , , MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read CoPies TOTAL �j_ ( -76 Page 2of3 RECEIVED 752 Summerbrooke Circle JAN 2 3 2020 Scope of work Build the single family home at 752 Summerbrooke Circle as per the plans previously reviewed,on the existing foundation that was completed and inspected under permit# 155392.This permit includes the existing framing done by others,without permits or inspections, with whatever changes may be required to comply with the existing reviewed plans and the building code requirements. Any discrepancies from the existing reviewed plans will be repaired OR an addendum to the existing reviewed plan will be submitted and reviewed before construction continues. Any future changes to the reviewed plans will be submitted and reviewed prior to implementing the change. This permit includes all other agreements entered into by the previous contractor in regard to construction on this lot. Including, but not limited to the: Existing reviewed survey Tree preservation plan Erosion control plan Heat loss calculations and ventilation calculations submitted by the previous mechanical contractor We have reviewed these documents and agree to be bound by those agreements. Any changes to those agreements must be submitted and reviewed prior to making any changes. :::X Date /--c; 3 Nathaniel Bliss Bliss Homes LLC. 17240 Jade Ct Lakeville, MN 55044 ..,,,,,, "•••,..\ t" (•., 1 i...•••)• •541, --- . •-.. . v.) Z•z.,............. ..k. ....„, . - . ... -Pt > 'Pt on:=: : = : • 4, 4, STAIRS TO 1 Z CA,....s = : I 0 1 c.. .\ '141kIi .)-' --. .°.. IllW 0 GRADE ( CI 2-2X10 FLUSH BEAMS '7- (":%\\ , c (.71 \ ,....— :••. mai.= T----.---:-=7_7 r....÷--: • : ..:...., - ,= : = I =:=:=:=t-='-' )__ li• JX .4, \ 1..... ....._ UDS _1 ...--.,>, .-fr --c---- of- I .1 • .—. ——. a' 0> : =: ,,x L *— : ='=:=' =2X;0=1;;D:=J01:.S • 4:- :: ul CZ3"• 1 0.!1 t' I I - := :=:=:=: — . — .— :—. Iii-, : •' 111 < rrl , co 0 ,•-• ‘-INJ kV •,t (7) =L• —• . _. =:=:=: = : =i.-=: .... :, --= z; x ___..._I siv. 4 .__ __ _ _-.- .. .r. ; 4(.. IN 14_ . . L.m — _ — — -1-- _ __•„,.._7a_.. ; _. .iii6 I r t-4 a s, ...4 1 -1 Z 1 K M v, \••g 0 -1, .... 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I I z -1 0 0 .i.'k 0% De.,4,;-, 1 RUSSFS i ..............c..4..,,.., m tiN. c./) %.o-- • •• 4, oyc.iel‘ Ivo': .1k ... c*. •::..g....... .;...1 c__ .....:cp...: a. o• T % A , oN '',i II Peggy Fleck From: Perry Millner <perryblisshomes@gmail.com> Sent: Friday,January 31, 2020 8:26 AM To: Peggy Fleck Subject: Updates For/ Bliss Homes Peggy, Here are the updates for the two addresses we talked about on the phone: -- 786 Summerbrooke Court, update Plumbing and HVAC to be Air Mechanical 752 Summerbrooke Circle, update Plumbing to Air Mechanical /HVAC to Lofgren I will come to pick up the new permit card updates. I will bring them to each job site. Thank you Perry Bliss Homes 1 FEB Ia2020 LLL L Larson! 184 Sy Larsoouth DriesgreInc Leesburg,F.84788 612 747 2642 • Bliss Homes,LLC Attn: Nathaniel Bliss 507-649-7364 Re: Braced Wall Panel Review 752 Summerbrooke Circle — .At /� 9F 6-#9- MN There were discrepancies noted on the above referenced project by the building inspections that differed from our original braced wall design.Derek Phillipsof Safe Haven Structural Engineers was S� . 8n employed to review those discrepancies. I have reviewed his evaluation of those conditions. See letter Vl rcul U2ily 11,2020. • I am in a greement with his assessment of these issues.The project as constructed meets the requirements of our original braced wall design. !air;truly, C gyfiellt.tWrson,4 MN Reg. No. 7831 IM eby certify that this aim aparMcstioa I 'apart game powered ny tint or t r my dksd and Veal am a duly Os tie btsoi uln under the -W2or,L_: Vcanicerggi F E 4AvEN SAFE HAVEN S E 4852 38TH AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 5541 7 612-284-7033 February 11, 2020 R � Bliss Homes, LLC FEB 1 1 ZB?d Nathaniel Bliss Project (SH#20063): Framing 4�i1" ,� S'3� 752 Summerbrooke Cir P� 9 Eagan, MN Dear Nathaniel: As you requested, I have reviewed the framing design for the new residence located at 752 Summerbrooke Circle in Eagan, Minnesota. The header sizes and the lateral design are adequate per the code based upon the Construction Set dated April 23, 2019. However, a few items were flagged in construction by the inspector. • Where structural shear panels are not called out, fastening of the exterior sheathing with 7/16"x 1 1/2" 16-guage crown staples at 3"on center along the edges and 6" on center at the intermediate supports (minimum) may be used in place of nails. • The bottom portion of the exterior sheathing is installed as a separate piece from the first-floor wall framing. This is fine as the piece is fastened from the foundation wall sill plate up to the first-floor framing sill plate. • The ends of the wall sheathing in some corners fall slightly short of the corners by up to a half an inch. This is fine. • Shear wall Panel #12 at the Exercise Room is slightly different from the drawings. -✓'✓B^ � The window opening is shifted towards the Foyer by about a foot as the foundation i1:, •./14,7i• half wall was extended around the corner to accommodate for the exterior grade. • This is fine. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC .101.1_,811.• uceraw = DOOM4:6 IMS 47SQ7 I Derek 0 Phillips, P.E. ��,,.. MN Reg. No. 47507 '.,,'FOR�� 0•', DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. Report Name: City g of Eagan Printed: 2/13/2020 Inspection Results Grid Page: 1 Permit Inspection Results EA159852-752 Summerbrooke Cir Sub Type: Miscellaneous Work Type: New Description: PRV Required Insp.Date Inspection Type Inspected By Result 12/12/2019 Sheathing Jeff Wheeler Partial Inspection -this inspection was done prior to the permit being issued -This inspection was for the fastening of the exterior sheathing only,the interior fastening and blocking of the exterior braced walls is not ready yet. - verify with the engineer of record the fastening requirements of the bottom of the braced wall panels to the sill plate,there is a horizontal joint in the exterior sheathing 6"above the foundation -verify with the engineer of record that the vertical joint in the Type 11 portal frame panel at the rear of the great room. -add the required hold down straps ps at the bottom of all Type 11 portal frame panels -submit an addendum for the relocated window at the lower level rear including the missing 4'braced wall panel adjacent to that window. ***OK to add Weather barrier, leave corrections accessible*** Jeffrey Wheeler From: Jeffrey Wheeler Sent: Thursday, February 13, 2020 11:27 AM To: Nathaniel Bliss; Derek Phillips (derek@SafeHavenSE.com) Cc: onsolidrock@comcast.net Subject: RE:752 engineering reveiw Attachments: SKM_C654e20021311400.pdf Good morning Nathaniel: Thanks you for providing the letter from Larson Engineering. There were a couple of items that were not covered from the original correction for the sheathing inspection. 1) the vertical joint in the 3'wide Type 11, portal frame panel at the rear of the great room. 2) The reduction in the 4'width of the Type 12 Panel at the relocated at the rear of the exercise room. I spoke to Wayne Larson on the phone today,and have copied him on this E-mail for the record. He has verbally agreed the vertical joint in the 3'wide, type 11 panel at the rear of the great room is not a problem as long as it on a framing member and fastened as per the perimeter fastening requirements of the original engineered design. He also agreed that the specified 4',type 12 panel at the rear of the exercise room could be reduced to 3' in that location. Please see the attachment for the relative locations If anyone has any questions or concerns about the above statements please reply to all. Thanks, Jeff Wheeler of 'qJeffrey Wheeler Aluilding Inspector • • AO Z 3830 Pilot Knob Rd I Eagan, MN 55122 Office:651-675-5680 ~* • �e+�.! https://www.cityofeacian.com (gems From: Nathaniel Bliss<blisshomesmn@gmail.com> Sent:Thursday, February 13, 2020 8:09 AM To:Jeffrey Wheeler<JWheeler@cityofeagan.com> Subject:752 engineering reveiw 1 Hey Jeff! Here is the letter from Wayne C. Larson Please review Nathaniel Bliss Bliss Homes, LLC LC#BC752347 (507)649-7364 2 IIIIMI___ �' ,,,,-.1100,--2; ri,....,,77-li iti " .--'..,.....-4.,'7,,t,.,''''...'',1::-, . ' i ---!..I..- ii-. ,, :17 t 'at: fir;' .. 1 .. _ Fli i!, , ' r • . Er* ,,,,,,127t ..... 1.„-...; ; ; - 'ii .'.,I. •r•II' ' I2 ..'» ii 'C .-1 1 . F i b 'r: .. -, ii + C4 ; .Afoti CL I. 1 , rstoi.[! _ _ ,• , • w- - — �e a 11110 3 1 ,`�x+ ems{ ^„.:=•". i,r4( , 'T- ....c . y • a x s , vi r • . • Y Ni` fi w 'Y _ ,fit 1 CO ''‘C 4.1114:t ., .., ' *f.' T- i. C .. -I �` 0:5 tn r- ii • fes` ` I r LJ „id%4 �� .r, iiiiik,....... 4_4 .. k - . 0.4).,.._ sta -... N./1 11:4 t.. (74,...... •=t,,. e,.....) c.,,, ,,. czzi..... .. . . .. . ..._.... g ,i 4 I. 1,..1,,,,t_.1 . i 1.4 I 1 1- 1 ,... 04 I it, 1211 0 II OR illt * 0) CU C J W Co .. .s,` y s 3 i .}t s mow .-. • »" z a•. ., e" i Mr CO no 01 x. I I 1. .._ cp $ 7 w,. k t y.-. W.• ;Aft...,tlm'f'-w 6 1./I/ tit . �_ :k,fit 6 ¢x ,rte. E. LLL MAR 0 2 202 L Larson MAR Inc 0 184 SLampaM Lake Wee Leesburg,FL 54788 812 747 2648 • • Bliss Homes,LLC Attn:Nathaniel Bliss 507-649-7364 Re: Braced Wall Panel Review 752 Summerville Circle 'za,nt,7- (i et- Eagan, 2Eagan,MN. • February 27, 2020 Dear Nathan, The window on the lower level in the Exercise Room has been moved from our original braced wall design.I have recently been informed it was shifted approximately 24 inches. It was moved because the exterior grade was raised along this portion of the wall.A concrete wall was extended for 4'-0"along the corner of the rear wall as shown on the attached revised Rear Elevation Area"A". The original braced wall design called for a standard 4'-0"wide braced Panel# 12 on each side of the window.With the shift in the window and the addition of the concrete foundation wall there is no longer enough length of wall for a braced panel on each side of the window. (See revised Rear Wall Elevation).The addition of the 4'-0' section of concrete foundation wall however more than compensates for the elimination of the two standard 4'-0"braced panels.The shear capacity of the concrete wall is much greater than the shear capacity of the two combined braced panels. In addition this whole length of Braced Wall Line has more than enough bracing in it's length without the two 4'-0"'braced panels. Right adjacent to this window area there are four alternate Braced Panels numbers 13 and 9. (See Rear Elevation Area "A").Rear Elevation "Area "B"also has four more alternate braced panels. The revised window location and reduced number of standard 4'-0"panels is therefore acceptable as constructed. With the addition of the concrete foundation wall section and the total amount of braced wall panels within this braced wall line there is more than enough bracing to meet the braced wall requirements of the Minnesota Building Code IRC 2015. I hereby certify that this plo,spec tion or repeat was piIewer by aar under myow truly, direct ji tandiderr the al gyf117611:11r615. n,P.E. Iowa of the Stsfe, iiti;N-insets. Ds —2.1.2.1.2e License 1,7851 Job Truss Truss Type Qty Ply 140158800 190476F F2-REPAIR Floor 4 1 Scale=1:50.6 Job Reference(optional) P&M Truss Inc.,Isanti,MN 55040 8.330 s Jan 22 2020 MiTek Industries,Inc.Thu Feb 6 08:17:55 2020 Page 1 I D:HBr3Ops7VAD?dZOr2a1CNvz74Jr-r?YW WxgmaugBgDcv4X8urN57Q]4d?zHxk2Cbztznw1 g 0-1-8111-5-4 I1-5-4 2-5-4 I 077-8I 1-6-121 17 10_9-$.0 REPAIR : 4"X 3 1/2 " MISSING SECTION IN TOP CHORD, 6-9-2 (TO CENTER OF MISSING SECTION) LEFT OF JOINT 17. RECEIVED NOTE: MISSING SECTION MUST NOT INTERFERE WITH EXISTING PLATES AND WEBS.PLATES AND WEBS MUST REMAIN INTACT AND UNDISTURBED. NOTE: REPAIR SCAB MUST BE TIGHT AGAINST TRUSS WITH 2 X 4 SPF/DF/SP NO. 2 SCAB NO GAP AND REMAIN UNDISTURBED AND UNALTERED. L�.I i t_D /;�oZ S a(v/4 /1. 3? / AY 13 2020 PR./I./PT-SA 159 2 I TRUSS 4" TOP VIEW 4x7 = MISSING 1.5x3 II 1.5x3 11 1.5x3 11 3x6 = 4x4 = 3x6 FP= 1.5x3 H 1.5x3 110 -3 SECTION 1.5x3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 t8 doe/\1/4.. .-irT 29 9 V/ N,_ ,''II Me 27 26 25 24 23 22 21 20 19 18 17 3x6 = 3x6 = 3x8 = 3x6 FP= 4x4 = 4x7 = 4x8 = 3x6 FP= 3x6 = 3x10 = APPLY 2 X 4 X 8'SPF/DF/SP NO.2 SCAB TO ONE FACE OF TRUSS AS SHOWN. I�/////) ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND(1 ROW)OF (0.131 H. X 3")NAILS SPACED 2"ON CENTER IN ALL ALIGNING MEMBERS. USE 2"MEMBER END DISTANCE. 3-1-8 I 14-0-0 18-1-8 23-1-8 28-1-8 I30-3-2 3-1-8 10-10-8 4-1-8 5-0-0 5-0-0 2-1-10 Plate Offsets(X,Y)-- [7:0-1-8,Edge],[15:0-1-8,Edge],[18:0-1-8,Edge],[23:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.08 19-21 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.14 19-21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code MNSRC2015/TP12007 Matrix-SH Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1.5E(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 27=440/0-5-8 (min.0-1-8),22=1625/0-3-8 (min.0-1-8),17=553/0-3-8 (min.0-1-8) Max Gray 27=514(LC 3),22=1625(LC 1),17=593(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-885/0,3-4=-885/0,4-5=-1004/268,5-6=-1004/268,6-7=0/1188,7-8=0/1645, 8-9=0/1645,9-10=-735/235,10-11=-735/235,11-12=-735/235,12-13=-1543/0, 13-14=-1543/0,14-15=-747/0 BOT CHORD 26-27=0/519,25-26=-77/1133,24-25=-606/444,23-24=-606/444,22-23=-1188/0, 21-22=-701/0,20-21=0/1320,19-20=0/1320,18-19=0/1329,17-18=0/747 WEBS 2-26=0/497,4-26=-282/131,4-25=-300/0,6-25=0/792,6-23=-1217/0,7-23=0/607, 2-27=-688/0,9-21=0/1244,9-22=-1222/0,12-21=-751/0,12-19=0/337,15-18=0/352, NOTES- 14-18=-664/0,7-22=-886/0,15-17=-919/0 1)Unbalanced floor live loads have been considered for this design. I Hereby certify that this plan,speci- fication,or report was prepared by 2)All plates are 3x4 MT20 unless otherwise indicated. me or under my direct supervision 3)Attach ribbon block to truss with 3-10d nails applied to flat face. and that I am a - ly Lic •>ed Pro- 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks fessiona gineer u••er the laws to be attached to walls at their outer ends or restrained by other means. of the S-to of gtg„ 5)CAUTION,Do not erect truss backwards. f LOAD CASE(S) Standard STEVEN E.FOX DATE REG,NO.21980 February 6,2020 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 'Job Truss Truss Type Qty Ply Units:1.0 140156517 190476F F17 Floor 4 1 Eng:JJ Job Reference(optional) P&M Truss Inc., Isanti,MN-55040, 8.240 s Dec 6 2019 MiTek Industries,Inc. Wed Feb 5 09:38:27 2020 Page 1 ID:HBr3Ops7VAD?dZOr2aiCNvz74Jr-mQMrLUOrxMjLUKsqt,f3Qgoji9?ZUIfrCgLN4gzoDyA 0-1-8 Hi 1-10-8 �� 2-5-4 1-9-4 1-5-2 1-5-2 RECEIVED E G E I�/'E D 1-8-4 °[scale=1:45.9 7f,." S'v/h/h/7,i}, 2/ is c/Ad P‘A.40,-- RECEIVED REPAIR: 4014-111127F- REMOVE LEFT END VERTICALS AS SHOWN MAY 13 2020 X59 ?5A 3x6 = 1.5x3 I I 4x8 = 1.5x3 II 3x6 FP= 1.5x3 I I 1.5x3 4x4 = 6x7 = P6 1 2 3 4 5 6 7 8 9 10 11 27 12 13 14 15 T _ - � Fel �� -- ,.., 1 717 e m e N e 25 24 23 22 21 20 19 18 17 16 3x6 = 4x7 =3x6 FP= 4x10 = 3x6 = 3x8 = 4x5 = ATTACH 2X4 SPF/DF/SP NO.2 SCAB TO ONE FACE OF TRUSS WITH A CLUSTER OF(2)(0.131"X 3")NAILS INTO EACH CHORD AND END VERTICAL. 9-1-12 12-3-0 17-3-0 26-5-0 27-0-0 9-1-12 3-1-4 5-0-0 9-2-0 0-7-8 Plate Offsets(X,V)-- [2:0-1-8,Edge],[4:0-1-8,Edge],[13:0-1-8,Edge],[15:0-2-9,Edge],[17:0-1-8,Edge],[23:0-1-8,Edge],[24:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (hoc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.10 18-19 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(TL) -0.23 18-19 >915 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) -0.02 15 n/a n/a BCDL 5.0 Code MNSRC2015/TPI2007 Matrix-SH Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 1650F 1.5E(flat) except end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 25=92/0-5-8,15=708/0-5-8,22=1764/0-3-8 Max Uplift 25=-170(LC 4) Max Gray 25=251(LC 3),15=719(LC 4),22=1764(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-285/274,3-4=0/1286,4-5=0/1929,5-6=0/1928,6-7=-271/25,7-9=-271/25, 9-10=-2059/0,10-11=-2059/0,11-12=-1695/0,12-13=-1695/0,13-15=-853/0 BOT CHORD 24-25=-274/285,23-24=-741/205,22-23=-1286/0,20-22=-821/0,19-20=0/1426, 18-19=0/2103,17-18=0/851 WEBS 2-25=-339/330,3-24=0/533,3-23=-844/0,4-23=0/437,10-19=-281/0,11-18=-466/0, 9-20=-1342/0,9-19=0/746,6-22=-1476/0,6-20=0/1323,13-17=-612/0,4-22=-1064/0, 13-18=0/958,15-17=0/1063 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 25=170. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. I Hereby certify that this plan,speci- 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. fication,or report was prepared by 8)CAUTION,Do not erect truss backwards. me or under my direct supervision and that duly Licen ro- LOAD CASE(S) Standard fe • al Engi eer un the laws 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 of St ota, Uniform Loads(pIf) /� Vert:16-25=-8,1-7=-80,7-27=-112,15-27=-80 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 STEVEN E.FOX Uniform Loads(plf) Vert:16-25=-8,1-7=-80,7-27=-112,15-27=-80 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 DATE REG,NO.21980 February 5,2020 Continued on nape 2 p ....... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 R 6. D MAY 2 2 -_'O SAFE HAVEN SE �'a $�`« 4852 38T'" AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 55417 612-284-7033 May 21, 2020 Bliss Homes, LLC Nathaniel Bliss Project(SH#20063): Shear Wall 752 Summerbrooke Cir Eagan, MN ir.# 15951- Dear Nathaniel: As you requested, I have reviewed the Lower Level shear walls for the new residence located at 752 Summerbrooke Circle in Eagan, Minnesota. A site visit was conducted by Derek Phillips, PE on May 14, 2020. The fix called out by the Structural Engineer of Record(SER)is for the particular shear panels to be installed with 1/2"OSB fastened with 6d nails at 6"on center along the edges and 12"on center at the intermediate supports, minimum. The entire lower wall was installed with 1/2"OSB fastened with 8d nails at 6"on center along the edges and 12"on center at the intermediate supports. This was confirmed with the framer. This exceeds the shear panels called out by the SER and therefore is structurally adequate as built. Please see the attached sheets for the areas in question. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC _011111#1,, dr O.% • UGENSIO MOINES • 47507 it'; Derek 0 Phillips, P.E. • MN Reg. No. 47507 �� •O MI$ " F IN DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. ,, )4AY 2 21010 I %.Q4 . o _i _j o y e 4 4e a' N. 0 , , 1 ti kr i 7' 1 0 0 --1-- -.--.— --11. .............. 441 (0 i __.. ...._, Q I +. s n.�.w..rwi rte, � ... .. 0 , .........iV It_ 4. . (s) 64 i e ,,,,,t, Ipa, , 7.._ 3 4 N. -1 ! - i �,, u .4. tis I I hr { f X f C. 1/44, ..T.,_ i .,,, , 1 , 1 ..1, 40 /1 ,..,... .., ... .. _L. , 1 ! L I hereby certify thd thls pm specification 7 e, 5111,444.01 L Larsongddtrarit.d,, �il.r4 o"s t�n"°4 ''it�t ikuctu"',Inc lows • the i lnn ""'der the ��►dl�i� 1 1��,c, wife �iw Internam neering$comcast.net ., , -A. 1!4taCf__Ucsnws. cl__ Comm.No. 12.0;21 <o ?, • RECEIVED .t '�, • i'" MAY 2 21010 E. v. 1'1 4 1 / . : : , __ _ ., 1 v 1 lt,, div ) 4 ,,6 1T �; tr-' f // !. J 1 4 . H 7¢ 8'' oil', ' 1: '',7" 7 04:: '\ hv. g;AEi I , 1-) , ''t �\ •:( r , { . .F. I, 4 i t:) bC .. it 0 as ta Ott 1— 4 ; [ , \\ i ... ,1,,t - -...._, .z....... ' Lti 4."4117PPrialti, '4:, :' v- % moi' 4,, rI1 ; i =., e'' 11.111 1 �..�.�. - 1. "[ # ) r ie+ fi18 at Luilt ii li LL ' L l�byoettlyt this�,� L„ or moo otror�re.by m.oru under my 752. �ss t. ,�r G�, Larson "' and tam 1 am a duly uoonorolifiliftnrol000lonot engineer�114 + tom. Structures, t we ilm oto. ww.roh. 6 d #4,a, ensLem74Tbig n,saar , 14‘14JPesewT. LI.G Mt�n� a • nestinpitcoma,nK ,. :.aif...uoS# t___ _Comm.No. 12.oC J 7 +r I I I r 4 LL., E I , U z 041 •' N. A --iir --Nr Ii = ___,. My ". , a 1 1 ' ! - .. ' L$A iia r• y 11111 tif V4." 1f `1 , 0 1.., *; 1,. I `t 0 � 1' 1= 0 1 7 %La r4 .\ j ' i '; t ; t c . t , ) • \ 0,s - .4 0 �I,�, I�y certify that this plan,spsclltcetion� L or p► by me or under my 172 , K in•v C 1�. �a,r.�' Q n d wpperervv�Non and that lam a duly �+ l.ken.sd lP f tonal Engineer under the Larson SSeebuctures,Mo laws the she of Mlnriesota. A4�u , 1, 012 b w rfl ;,yne v,14.34788 0 `' M t.i SPt[.T1 L,LL. Intethetaiflneedngecomcut.nat DOI ?,?.v.1- Uc,nle.nB9.t .._ Comm.No. IZ,ocz ; 1"' rte , 4` +_ \' SAFE HAVEN S E t ' �� 4852 38TH AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 55417 61 2-284-7033 May 30, 2020 RECEIVED MAY 3 0 7020 Bliss Homes, LLC Nathaniel Bliss Project (SH#20063): Framing 752 Summerbrooke Cir PO-01i nrr 1 7g"--9 .4- Eagan, MN Dear Nathaniel: As you requested, I have reviewed the framing design for the new residence located at 752 Summerbrooke Circle in Eagan, Minnesota. A site visit was conducted by Derek Phillips, PE on May 29, 2020. Based upon the revised Construction Set dated May 11, 2020, a few items were flagged as different than called out on these drawings. • Header"K" (Stairs): (2) 2x10 is adequate. • Header"J" (Mudroom): (2) 2x10 is adequate. • Header"D" (Game Room): (2) 2x10 is adequate. • Header"G" (Exercise Room): (2) 1 3/4" x 7 1/4" LVLs is adequate. • (2) 1 3/4" x 9 1/2" LVL Dropped Beams at the Front Porch (4 total) are notched 3" on top to fit under the continuous (2) 2x6 sill plate as it goes into the house structure. This is acceptable. Provide 2x6 blocking at the top of the supporting posts to the walls studs next to it to brace the top of the posts, typical. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC ``+Q� �O p4. i�il'�', i memo PROFESSIONA IZ /4/j4..... ENGINES • 47507 Derek 0 Phillips, P.E. •� ,r MN Reg. No. 47507 •, `"Mt 0�`, DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. r • \O' r ('-- cl& 915 For Office Use �� I ,,r I .,: i ::::' E N : n —'°" 6�� Date Received: � � �`-' 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 MAR 0 2 2020 Staff: buildinqinspections r(�.citvofeagan.com L '''Pc:i----- _. BY: 2020 RESIDENTIAL BUILDING PAPPLICATION Date: —Site Address: /5i Sui \r�,e.(I)rpP (2 plc. rLk Unit#: ', �5 �' .t� 4 Name: IJ �� 62rAt- q 6%.1/4.4" 2'Z Phone: ' Z3Z' /3 X57 Address/City/Zip: 752. SCAP1-,1r1•erivNacc.c Arue Ear 4' 56122 ,t(7/ -fEl) �� ,i4 ,�� Applicant is: Owner Contractor ��,Ai/yl1'co ..,,,:,,,,,,,x;„,,i:, , > �` p 3 \� 5 ,,1� I5'x3oe f VJu(I*.t VIA./ L.i i.e cj Pool 4 ,1"%� ��; Description of work: iat -' �+-► " r e r0 �' t� ��' Construction Cost:�6 d d Multi-Family Building: (Yes /No )( ) ", ,>, 4s Company: V 6 f L •1 P66)f Contact: /13 411.i /14,C-M i 4bii ` � i Address: _ C ) t�� City: f1 S(�1 P 4V° 3 v 1 rl� Lam, State: _Al Zip: %331�( Phone:6i2.71394,? Email: �A" YT- Vail??oB�S. C 6/!1 „v;p , . Ai ,4 License#: Ay/} Lead Certificate#: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: ' ? ,s atAa. .ue , yr�s ws "✓*� ¢*�" .,y„; 4 You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the 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 p it; that the work will be in accorda ce with the approved plan inthecase of work which requires a review and approv plans. r/�� x C>/7 o /"I 1AAb/1 x f'ry l Appli ant's Pried Name Applica Signature • 76;-a- ck-inViEltheecke i',Z , /e0 7--s- • DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level Pool — Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant — DESCRIPTION Valuation wr"e- Occupancy 1, Z-4/ MCES System "" Plan Review / Code Edition __✓' SAC Units (25%_100%�) Zoning ,� City Water — Census Code 1-1134 Stories — Booster Pump -- # #of Units / Square Feet PRV #of Buildings / Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final hit, Pool:, Footings y--Air/Gas Tests ,Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls a Erosion Control — Shower Pan Other: irr Reviewed By: I , Building Inspector RESIDENTIAL FEES / Base Fee 'y/ Surcharge Plan Review �/ MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: 752 Summerbrooke Circle Applicant Name: Bryan & Jamie Duffy 0) C GENERAL INFORMATION o z Q O 0 0 Applicant name and contact information O 0 0 Property owner name O ❑ ❑ Address of property O 0 ❑ North arrow, scale (1" = 30' or 40') 0 0 ❑ Site Plan, drawn to scale showing location of house, pool, and other existing or proposed structures, including retaining walls and fences. O 0 0 Location and name of all streets adjacent to property O 0 0 Directional drainage arrows (existing and proposed) O 0 ❑ Lot Square Footage O 0 ❑ Lot Coverage ELEVATIONS Existing O 0 0 House corners O 0 0 Property corners O 0 0 If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed 0 0 0 Finished pool deck corners O 0 0 Top of proposed retaining walls (if any) and at each different elevation (if it changes) O 0 0 Pool bottom (or max. depth) DIMENSIONS Existing 0 0 0 All property/lot lines 0 0 0 All Easements on the property Proposed O ❑ ❑ Pool O 0 0 Pool plus integrated deck/patio O ❑ ❑ Shortest distance from outside edge of pool deck to lot lines and house Reviewed By: Dave Westermayer Date 3-9-2020 G:/1 Engineering/Forms/Pool Permit Checklist 10-14-2019 '7 -,--) Ito NI.-e it AQ 0 o6' (1______ Z) -7.-'--- . • a i� \ I \ /(..\-- \ - I _< -- -<-o• , Ifir 1_-J ,�tl' 913.0 ' . 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I\ �5.1.4 --- , ID A �� '' )i 90 .6 I '✓ � •96•'915 \\ \ ..- -- Ydae of water `\ Date 3 •9 \; 1 0' >o' 7,o' EAGAN ENGJ Ei k Lv c US T, 1 i$1► PINE Lot 5, Block 1, 1 ava.examos LAND PLANNERS E1� n �P-A SUMMERBROOKE 2ND ADDITION LAND >� �� , Certificate of Survey for: according to the recorded plat thereof 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Homes by Legacy Mendota Heights,MN 55120 Fax:(651)681-9488 'y7, 14545 Highway 7 Suite 330 n,' www(651)ereng.com Address: Summerbrooke Circle, Eagan, Minnesota Minnetonka,MN 55345 ‘Project#:118332001 'Folder#:8195 Drawnby:MTW House Buyeyer: S Plecation: (612) 590-0906 ©Pioneer Engineering Sheet 2 of 2 sheets PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA164927 Date Issued:10/12/2020 Permit Category:ePermit Site Address: 752 Summerbrooke Cir Lot:5 Block: 1 Addition: Summerbrooke 2nd PID:10-72951-01-050 Use: Description: Sub Type:Residential Work Type:Underground Sprinkler System Description:PVB Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - RPZ/PVB/Lawn Irrigation $59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Hunter Homes Llc 756 Summerbrooke Cir Eagan MN 55123 Air Mechanical 16411 Aberdeen St NE Ham Lake MN 55304 (763) 434-7747 Applicant/Permitee: Signature Issued By: Signature 1 Pam Dudziak From:Jamie Jeltema <jamie.jeltema@gmail.com> Sent:Tuesday, August 25, 2020 5:37 PM To:Pam Dudziak Subject:Re: 752 Summerbrooke Circle Thank you for this information. We had decided to do the retaining wall so that we were able to make our backyard as flat as possible and this gave more structure to do so. I also did verify with the pool company that the wall is not offering any structural support that I was unaware of. Thanks again for all of your help. Jamie Duffey Sent from my iPhone On Aug 25, 2020, at 2:16 PM, Pam Dudziak <pdudziak@cityofeagan.com> wrote: Hi Jamie, I received additional comments from Building Inspections. The Zoning Permit only addresses zoning compliance, does not address structural matters. So while the retaining wall is under 4 ft. height, if the retaining wall is taking any load from the swimming pool, it does require a Building Permit and engineering information to demonstrate it is structurally able to support it. It is your responsibility to evaluate that and apply for a Building Permit if warranted. Thank you, Pam <image001.png> Pam Dudziak Planner 3830 Pilot Knob Rd | Eagan, MN 55122 Office: 651-675-5691 https://www.cityofeagan.com From: Pam Dudziak Sent: Thursday, August 20, 2020 4:43 PM To: jamie.jeltema@gmail.com Cc: Julie Strid <JStrid@cityofeagan.com> Subject: 752 Summerbrooke Circle Thank you for your Zoning Permit application. The approved permit is attached for your records. Please note placement of the retaining wall and fence within the drainage and utility easement is at your own risk. Also, it is your responsibility to confirm the location of your property boundaries. Let me know if I can be of any other assistance. 2 Pam Dudziak <image001.png> Pam Dudziak Planner 3830 Pilot Knob Rd | Eagan, MN 55122 Office: 651-675-5691 https://www.cityofeagan.com