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3783 Wescott Cir /Z77/ C?: // -�C? '_ 1�/ C -7 Use BLUE or BLACK Ink (� `� I -- For Office Use 0i4ited City of Ea0,411i -)g - Permit -1( 0 iec` o Jam/Permit#. //;; �`� �/ Permit Fee:if 3830 Pilot Knob Road >,�Z5 9 / Eagan MN 55122 RECEIVED / Date Received: / / Phone: (651)675-5675 Staff: Fax: (651)675-5694 FEB 4 1017 s 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 31$3 W esCO'k C,t fVX Unit#: Name: Phone: 'Resident( Owner Address/City/Zip: IA), / J C' �, h o 2) AiCI : Applicant is: Owner X Contractor LQ' / i.d6. 6p-j' -- o. Description of work: 1\k-v3 1\k-v3 � / x1.e 1 J� Type-of WQrI� 5 Construction Cost: Multi-Family Building: (Yes /No ) Company: mcDomiAck cams-kucb L. Contact:G 1/2 JOU Contractor Address: `1IC d 1 145 St- 03 City: fArp e V r�Vk State: MO Zip: 5S 124 Phone: "5271-132-1,0 I Email: 9;lt�l €Pncd0PRIA,COr.)SLtc_u r4, v� License#: 237(c Lead Certificate#: If the project is exempt from lead certification, please explain why: , , � s✓ / / . CaniS4tzt C�,io rJ ZS`7 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: TrA1 ►�� ' ItsiO� Phone: 4012" 101" 8076 Mechanical Contractor: A-\r ec w/tc ,J1 Phone: 7(03"14(o 3753 Sewer&Water Contractor: Giles Px ,A 1Nr,- Phone: (0127 Blob—4995 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents thatthatiygu'submit are'conSidererno be public publitz.information . rtions of- the information may be classified as non-pudic if you provide provicWspecifkvreasonsithatwould permitthe City tc conclude that they are trade secrets< E 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.000herstateonecall.ora I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 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. x COO,('c,� JANic xGr-t* Applicants Printed Name Applicanre Page 1 of 3 (.__-O 1 E '- • /�-- „ SCOII D (NOT WRITE BELOW THIS LINE i llcD0, SUB TYPES — Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) iC 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 -1( Valuation 1( ; )°-Occupancy _ThL4 MCES System Plan Review Code Edition N SAC Units (25%_ 100% ) Zoning City Water Census Code Stories -'' Booster Pump #of Units Square Feet IMI PRV #of Buildings Length Fire Suppression Required Type of Construction V(L Width REQUIRED INSPECTIONS i( Footings (New Building) Meter Size: Footings (Deck) X Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation 1C Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final x Framing 30 Minutes X 1 Hour Drain Tile ` Fireplace: )( Rough In X Air Test )' Fine,) 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 X Erosion Control XShower Pan Other: Reviewed By: lid , Building Inspector RESIDENTIAL FEES �° [c 1‘15.-O "'� Base Fee &icii ' �5 / 2 ..5- 2 V Surcharge 1 9 15 T If' Plan Review * � MCES SAC 1 ( . if r 23 . ti-(1,201 Zi'7J City SAC 0 Q Utility Connection Charge 2rO 006015-(7 0 S&W Permit& Surchargen 7 C5// CC Treatment Plant 64111" gy- ! //S--/ !Copies � RR TOTAL rc -* !� I t r,%�1 t' I I j, `f / 5 -7- l �age�24rof 33 ?1944; Date Certificate Posted x Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here R15 x x R21 x R21 x R21 x R49 x R49 x R30 x R30 x Not applicable, all ducts located in conditioned space X X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 100,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6" " FLEX OR " metal duct THERMAL ENVELOPE Foam Open Cell Wall Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.30 Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Interior or ExteriorNon or Not Applicable Cooling System Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor MCDONALD CONSTRUCTION MN License Number EAGAN3783 WESCOTT CIRCLE 2376 City Mailing Address of the Dwelling or Dwelling Unit FLEX MECH ROOM midtap117Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 86,029 Heating Gain Cooling Load Select Type BROAN HRV 190S(BALANCED) 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): 36,292Residential Load Calculation 192 Heating Loss Combustion Air Select a Type Location of duct or system: 44,488Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.30 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-8 Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) RG2PV50T6N 113ANA048 Model Heating System Natural gas Bryant Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Bradford White Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 1368SEER /EER 912SB48100S21 Manufacturer Bryant Natural Gas Output in Tons: 4 TON50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM 555 CFM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 3783 Wescott Circle Eagan Name of Residential Contractor MN License Number McDonald Construction 2376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Hcuve twnn Idrr aria monon;eier o m or other system monitoring CL moo„ Location(or future location)of Fan: O .n U N 0 -p Q CO m U c .a = u�i T o z 2 U 8- E. x m Insulation Location •3 o m £ 72 a "6 N o .n -oO o m m I- E z ii i, w w o Other Please Describe Here Below Entire Slab Foundation Wall 15 X X Interior or exterior Perimeter of Slab on Grade Rim Joist(1st Floor) 21 X Rim Joist(2nd Floor+) 21 X Wall 21 X Ceiling,flat 49 x Ceiling,vaulted (Box type) 49 X cantilevered areas 30 X Floors over unconditioned area (floor area) 30 X Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: `WV% V;\'ta. Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): $54 X R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Bryant Bradford White Bryant Powered Interlocked with exhaust device. Model 912SB48100S21 RG2PV50H6N 113ANA048 Describe: Input in 100,000 Capacity Output 4 ton Other,describe: Rating or Size BTUS: in Gallons: 50 in Tons: AFUE or 92% SEER 13 Location of duct or system: Efficiency HSPF% 0.70 /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatic84,660 j-3 5-Y7 Cfm's 1 ! "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 108 High: 235 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" Flex Total ventilation(intermittent+continuous)rate in cfms: 555 cfm "metal duct Builders Associaton of Minnesota version 101014 . . ` ll1t)tifirNIA kW Ai lir —71/111filmoV%0~m%w stud , • ~K ^ ventilation, Mkep and Combustion Air HFAT NG,[OOLiN6& PLL tilU1\G ��bli;Cihi,A0 640.�R, /y.;,i Calculations Submittal Form For New ,6w`ABERDEEN orws,H^wLAKE,mw,53o4 KU^ Dwellings Site address 3782 WESCOFF CIRCLE Date 1/19/2017 Contractor MCDONALD CONSTRUCTION Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity uxusing Table N11cw.2orEquation 11'1) Square feet(Conditioned area including basement— 4980 Total required ventilation 175 finished or unfinished) Number of bedrooms 4 Continuous ventilation 88 Directions Determine the totaand continuous ventilation rate by either using Table NI 104.2 or equation 11-1. The table and equation are below. Table N1104.2 Tota| ondContinuouoVenb|edonRateu (incfm) 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 60/40 75/40 90/45 105/53 120/80 136/68 1501-2000 70/40 85/43 100/50 115/58 130/86 145/73 2001'2500 80/40 95/48 110/85 125/63 140/70 155/78 2501~3000 90/45 105/53 120/60 136/68 150/75 165/83 3001'3500 100/50 ' 115/58 13065 145/73 160/80 175/88 3501'4000 110/55 125/63 140/70 155/78170/85 185/93 4001'4500 120/60 135/68 150/75 165/83 18090 195/98 4501'5000 130/65 145/73 180/80 175/88 190/96 205/103 5001'5500 140/70 155/78 170/85 , 185/93 200/100 215/188 5501'0000 150/75 165/83 I 180/90 195/98 210105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms+ 1)]=Total ventilation rate (cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila-tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. • Section B Ventilation Method (Choose either balanced or exhaust) ,�.alanced,HRV(Heat Recovery Ventilator)or ERV(Energy xhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. _ Low cfm: 92 High cfm: 192 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions, If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. IT WILL BE A VOLUME TYPE SYSTEM. THE CONTROL WILL BE MOUNTED ON THE WALL NEXT TO THE THERMOSTAT. 2 Section E Make-up air Passive (determined from calculations from Table 501.3.1) n Powered(determined from calculations from Table 501.3.1) n Interlocked with exhaust device(determined from calculation from Table 501.3.1) l✓I Other,describe: Not required 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) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see iMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for 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 appliance appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 49go (including unfinished basements) Estimated House Infiltration(cfm): 747 [1ax1b] 2.Exhaust Capacity a)continuous exhaust-only NA 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(cfni); Kitchen hood typically(not applicable 280 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if Applicable powered makeup air is electrically pp interlocked and matched to exhaust) Total Exhaust Capacity(cfm): 415 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 415 a)total exhaust capacity(from above) b)estimated house infiltration(from 747 above) Makeup Air Quantity(cfm); -332 [3a—3b)(if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used,) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1 —36 1 22 1—15 1 —9 3 Passive 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 n Not required per mechanical code(No atmospheric or power vented appliances) n Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6'FLEX DROPPED IN MECH ROOM r--7 Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required, If a power vented or atmospherically vented appliance installed, use IFGC Appendix E Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 • Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: [raft Hood nFan Assisted ODirect Vent Input: 100,000 Btu/hr or Power Vent Water Heater: raft Hood I✓IFan Assisted [ Direct Vent Input: 50000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 2106 ft3 L x W x H L W H 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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: 8 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 6. 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: 50000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3750 113 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: NONE ft' Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3750 + NONE 3750 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 STEP 5. • Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=?106 /3750 =056 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1,- .56 _.44 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: 50000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=50000 /3000 Btu/hr per in2=16.6 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 16.6 x.44 =7.30 int Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD= 1.13 1 Minimum CAOA= 2.70 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. 5 I !FGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAfR)Method (cu ft) (Btu/fir) 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 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 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. 6 HVAC Load Calculations for Mcdonald Construction 3783 Wescott Circle Eagan, MN Prepared By: Samantha Lykke Air Mechanical Inc 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday, March 31, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Wednesday, February 22, 2017 Client Name:Mcdonald Construction Client Address:3783 Wescott Circle Client City:Eagan, MN Company Name:Air Mechanical Inc Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -11.42 n/a 30%70 25.53 Summer:88 71 44%50%75 24 Check Figures Total Building Supply CFM:1,516 CFM Per Square ft.:0.313 Square ft. of Room Area:4,842 Square ft. Per Ton:1,306 Volume (ft³):34,376 Building Loads Total Heating Required Including Ventilation Air:86,029 Btuh 86.029 MBH Total Sensible Gain:36,292 Btuh 82 % Total Latent Gain:8,196 Btuh 18 % Total Cooling Required Including Ventilation Air:44,488 Btuh 3.71 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -11.42 100%30%70 25.53 Summer:88 71 44%50%75 23.51 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:650 ft./min 450 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 212 CFM 109 CFM Infiltration Actual:0.337 AC/hr 0.113 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 34,376 X 34,376 11,581 Cu.ft./hr 3,873 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:193 CFM 65 CFM Total Building Ventilation:88 CFM 88 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (212 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (109 CFM), Construction: Average R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 502.3 290 394 394 4--6 2-Main Level Built-In 450 750 0.01 0.1 528.2 353 519 519 5--6 3-Upper Level Built-In 450 750 0.01 0.1 511.4 367 602 602 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 852.5 1,010 1,516 1,516 16x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:1010 Cooling Flow:1516 R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,475.0 sq.ft.Supply Air:394 CFM Ceiling Height:9.0 ft.Supply Air Changes:1.8 AC/hr Volume:13,275 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:25 CFM Runout Air:99 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:23 CFM Runout Air Velocity:502 ft./min.Percent of Supply:6 % Runout Air Velocity:502 ft./min.Actual Winter Infil.:37 CFM Actual Loss:0.157 in.wg./100 ft.Actual Summer Infil.:12 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 58 X 9 - Abv. grade U-value 0.083 522 0.050 4.6 2,380 0.1 0 45 E -Wall-15B0-10sf-8 36 X 9 - Abv. grade U-value 0.083 324 0.050 4.6 1,477 0.1 0 28 S -Wall-12F-0bw 58 X 9 443.1 0.065 5.5 2,448 0.6 0 248 W -Wall-15B0-10sf-8 36 X 9 - Abv. grade U-value 0.083 324 0.050 4.6 1,477 0.1 0 28 SE-Wall-12F-0bw 13 X 9 75.5 0.065 5.5 417 0.6 0 42 W -Wall-12F-0bw 9.1 X 9 61.4 0.065 5.5 339 0.6 0 34 SE-Door-11G 3 X 7 21 0.540 45.9 964 13.0 0 272 SE-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 W -Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 36.0 0 737 S -Gls-4a shgc-0.34 0%S (3)36.9 0.320 27.2 1,005 19.7 0 726 S -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.2 1,142 19.6 0 825 Floor-21A-20 1 X 1475 1475 0.027 2.3 3,385 0.0 0 0 Subtotals for Structure:16,150 0 3,637 Infil.: Win.: 36.5, Sum.: 12.2 850 3.901 3,314 0.200 190 170 Ductwork:741 709 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:20,205 1,390 8,421 R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,475.0 sq.ft.Supply Air:519 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.3 AC/hr Volume:13,275 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:31 CFM Runout Air:104 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:30 CFM Runout Air Velocity:528 ft./min.Percent of Supply:6 % Runout Air Velocity:528 ft./min.Actual Winter Infil.:81 CFM Actual Loss:0.174 in.wg./100 ft.Actual Summer Infil.:27 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 58 X 9 436 0.065 5.5 2,409 0.6 0 244 E -Wall-12F-0bw 36 X 9 324 0.065 5.5 1,790 0.6 0 181 S -Wall-12F-0bw 58 X 9 440.2 0.065 5.5 2,432 0.6 0 246 W -Wall-12F-0bw 36 X 9 309 0.065 5.5 1,707 0.6 0 173 SE-Wall-12F-0bw 14 X 9 101 0.065 5.5 558 0.6 0 56 SW-Wall-12F-0bw 8.3 X 9 49.7 0.065 5.5 275 0.6 0 28 N -Door-11N 3 X 7 21 0.350 29.8 625 8.4 0 176 N -Door-11G 6 X 7 42 0.540 45.9 1,928 13.0 0 544 SE-Gls-4a shgc-0.34 0%S 25 0.320 27.2 680 31.8 0 795 SW-Gls-4a shgc-0.34 0%S 25 0.320 27.2 680 31.8 0 795 N -Gls-4a shgc-0.34 100%S 15 0.320 27.2 408 10.6 0 159 N -Gls-4a shgc-0.34 100%S (2)8 0.320 27.2 218 10.5 0 84 S -Gls-4a shgc-0.34 0%S 13.2 0.320 27.2 359 19.6 0 259 S -Gls-4a shgc-0.34 0%S 27.1 0.320 27.2 736 19.6 0 531 S -Gls-4agdoor shgc-0.34 0%S 21 0.320 27.2 571 19.6 0 412 S -Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 19.7 0 403 W -Gls-4a shgc-0.34 0%S 15 0.320 27.2 408 35.9 0 539 Subtotals for Structure:16,342 0 5,625 Infil.: Win.: 81.4, Sum.: 27.2 1,893 3.901 7,383 0.200 422 378 Ductwork:903 931 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:24,628 1,822 11,069 R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,892.0 sq.ft.Supply Air:602 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:15,136 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:32 CFM Runout Air:100 CFM Percent of Supply.:5 % Runout Duct Size:6 in.Actual Summer Vent.:35 CFM Runout Air Velocity:511 ft./min.Percent of Supply:6 % Runout Air Velocity:511 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.163 in.wg./100 ft.Actual Summer Infil.:25 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 58 X 8 406.7 0.065 5.5 2,247 0.6 0 227 E -Wall-12F-0bw 40 X 8 320 0.065 5.5 1,768 0.6 0 179 S -Wall-12F-0bw 58 X 8 441.5 0.065 5.5 2,439 0.6 0 247 W -Wall-12F-0bw 40 X 8 295.4 0.065 5.5 1,632 0.6 0 165 SE-Wall-12F-0bw 14 X 8 80.1 0.065 5.5 443 0.6 0 45 SW-Wall-12F-0bw 8.3 X 8 45.9 0.065 5.5 254 0.6 0 26 SE-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 SW-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 N -Gls-4a shgc-0.34 100%S (2)20.5 0.320 27.2 558 10.6 0 218 N -Gls-4a shgc-0.34 100%S 12.3 0.320 27.2 335 10.6 0 130 N -Gls-4a shgc-0.34 100%S 20.5 0.320 27.2 558 10.6 0 217 N -Gls-4a shgc-0.34 100%S 4 0.320 27.2 109 10.5 0 42 SE-Gls-4a shgc-0.34 0%S 11.4 0.320 27.2 310 31.8 0 362 S -Gls-4a shgc-0.34 0%S 10.2 0.320 27.2 279 19.6 0 201 S -Gls-4a shgc-0.34 0%S 12.3 0.320 27.2 335 19.7 0 242 W -Gls-4a shgc-0.34 0%S (2)24.6 0.320 27.2 670 35.9 0 884 UP-Ceil-16B-44 1892 X 1 1892 0.022 1.9 3,538 1.1 0 1,998 Floor-20P-30 1 X 417 417 0.035 3.0 1,241 0.3 0 117 Subtotals for Structure:17,832 0 6,604 Infil.: Win.: 75.1, Sum.: 25.1 1,746 3.901 6,812 0.199 390 348 Ductwork:938 1,082 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:25,582 2,390 12,859 R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,475 20,205 290 4-6 502 8,421 1,390 394 394 2 Main Level 1,475 24,628 353 5-6 528 11,069 1,822 519 519 3 Upper Level 1,892 25,582 367 6-6 511 12,859 2,390 602 602 Ventilation 7,983 1,221 1,365 Humidification 5,051 Duct Latent 615 Return Duct 2,581 2,722 615 System 1 total 4,842 86,029 1,010 36,292 8,196 1,516 1,516 System 1 Main Trunk Size:16x16 in. Velocity:852 ft./min Loss per 100 ft.:0.086 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.71 82% / 18%36,292 8,196 44,488 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh R:\MCDONALD\HVAC\3783 WESCOTT Circle\HVAC\3783 wescott circle.rh9 Wednesday, March 31, 2021, 10:47 AM • HVAC Load Calculations for Mcdonald Construction 3783 Wescott Circle Eagan,MN Prepared By: Samantha Lykke Air Mechanical Inc 16411 Aberdeen St NE Ham Lake,MN 55304 Wednesday, February 22,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. nue!litifiht • - ds • ‘,4., *), •„s;.' f••Z.:41A vvl tV. " -ke M •t • Project Report tm Project Title: Project Date: Wednesday, February 22,2017 Client Name: Mcdonald Construction Client Address: 3783 Wescott Circle Client City: , Eagan, MN Company Name: Air Mechanical Inc Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 r - MSO Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -11.42 n/a 30% 70 25.53 Summer: 88 71 44% 50% 75 24 - Total Building Supply CFM: 1,503 CFM Per Square ft.: 0.314 Square ft. of Room Area: 4,782 Square ft. Per Ton: 1,317 Volume(ft3) of Cond.Space: 32,548 1ES-0" " Total Heating Required Including Ventilation Air: 84,221 Btuh 84.221 MBH Total Sensible Gain: 34,325 Btuh 79 % Total Latent Gain: 9,262 Btuh 21 % Total Cooling Required Including Ventilation Air: 43,587 Btuh 3.63 Tons(Based On Sensible+Latent) - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\slykke\Desktop\3783 wescott circle.rh9 Wednesday, February 22,2017, 8:03 AM Miscellaneous Report . Winter: -15 -11.42 100% 30% 70 25.53 Summer: 88 71 44% 50% 75 23.51 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 000300 8.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. er Summer Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 201 CFM 103 CFM Infiltration Actual: 0.455 AC/hr 0.326 AC/hr Above Grade Volume: X 32.548 Cu.ft. ){ 32.548Cu.ft. 14i807 Cu.ft./hr 10,605 Cu.ft./hr 0.0167 XU.0167 Total Building Infiltration: 247 CFM 177 CFM Total Building Ventilation: 88 CFM 88 CFM --System 1--- Infiltration&Ventilation Sensible -8 stem1-- |mfiltraton&VentilstionSenaib|e 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 15.51 (0.68 X 0.970 X 23.51 Grains Differe Infiltration&Ventilation Sensible Loss 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 GEM), Construction:Average Summer Infiltration Specified: 0.190 AC/hr(103 CFM), Construction:Average C:NUaere‘s|ykke\Desktpp13783xvmacctt circle.rh9 Wednesday, February 22, 8:03 AM eehanical , R", tif" 5t3Oit4 _ 41;r14. - Duct Size Preview Room or So urce Minimum Maximum', Rough.1 Design 1 SP Duct' Duct Htg Clg Act, Duct I Duct NameVelocity® Velocity Factor! L/1001[ Loss Velocitt Length Flow Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 478.4 258 376 4-6 2-Main Level Built-In 450 750 0.01 0.1 534.7 375 525 5-6 3-Upper Level Built-In 450 750 0.01 0.1 511 387 602 6--6 Other Ducts In System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 845.3 1,020 111111 1,503 16x16 Summary System 1 Heating Flow: 1020 Cooling Flow: 1503 C:\Users\slykke\Desktop13783 wescott circle.rh9 Wednesday, February 22, 2017, 8:03 AM iat-Rea d- lai& ir;..t..9:JJI12-4. ,. 14VAC •:,07" ' '",. '' - 1'0'.;Ift:g -.7 '0'0°40 1",,' . - •;•1/40.00....-0°4-' '`-‘'---.. '-' 7-,.-7":'-`'.00-7.:`'''' '•-•il Ili.,;,0,+,„,,A. apica ino. ..i,:••:-;::' ,7:70::..;:t -.4... : ',;::::'-....,1 :;.fi,;;,..', ''',.,...".*::,..1 , le.',.:e:,..,-.,`: 7.,:tv'.....:,:,;',1,-,':.- "" .."4:,,,,:44,:i; iffr..ii:4,--..tA:' ,...yJ, 1--/..- ' - ' --1-v64.1,2.i...-..... ..,-- ,-.`,`''-'. 4.-P ,... ,' ,..•,..:-•',,,p, . c 1' ,:;'-r-, ,,, t. ,),-, si,;,,A,A4 Detailed Room Loads - Room .1 - Lower Level (Average Load Procedure) -3:- "SA:''''k'aftgl:/X410iiaii. :-:°4:t1:4-ftV011*.if.,,i :-.7‘:4Atitti,i :: :- --,:- Calculation Mode: Htg. &clg, Occurrences; 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,445.0 sq.ft. Supply Air: 376 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 11,560.00 CU.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 22 CFM Runout Air: 94 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 22 CFM Runout Air Velocity: 478 ft./min. Percent of Supply: 6 % Runout Air Velocity: 478 ft./min. Actual Winter Infil.: 37 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 26 CFM - r."5-;l',.'"''',''S';' l'IN-4.1;•.':.'.:T -'`,`.:..":,-.';,,-'s ',IN --,4-e-,''V 0,,,,v0A,.'0.: 4.=,-4-67in ,,.=, -',IT-,;:fe7,-;:-: '7,711M7411,-7'f,---34":;r.vvYli, "---' . - Yr-:"*. W/".'.:-,:'"-1 :' -''''''V iirq'--"''''''e'''''' "..i,":'''' e'Z',"+>=''',';''.:r., 4'''''' t.4.-P'1 qi,f*,..?'',' :::;::f.:,':',f+re1.ttnre..A a'.iS.1:'•IfflAir;*Ctl:Cret$ ^" ,.,.0.:1"V:,,,'Ir.L.- ..,*I :.,.1. .. 4 t...... ..-......... , w ( NI-Wall-15B0-10sf-8 58 X 8 464 0.050 4,3 1,972 0.0 0 0 E-VVall-15B0-10sf-8 36 X 8 288 0.050 4.3 1,224 0.0 0 0 S-Wall-12F-0bw 58 X 8 385.1 0.065 5.5 2,128 0.6 0 215 W-Wall-15B0-10sf-8 36 X 8 288 0.050 4.3 1,224 0.0 0 0 SE-Wall-12F-Obw 13 X 8 62.5 0.065 5.5 345 0.6 0 35 W-Wall-12F-Obw 9.1 X8 52.3 0.065 5.5 289 0.6 0 29 SE-Door-11G 3 X 7 21 0,540 45.9 964 13.0 0 272 SE-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 W-Gls-4a shgc-0.34 0%S 20.5 0,320 27.2 558 36.0 0 737 S-Gls-4a shgc-0.34 0%S (3) 36.9 0.320 27.2 1,005 19.7 0 726 S-Gls-4agdoor shgc-0.34 0%S 42 0.320 27.2 1,142 19.6 0 825 Floor-21A-20 1 X 1445 1445 0.027 2.3 3,316 0.0 0 0 Subtotals for Structure: 14,725 0 3,491 Infil.:Win.: 36.9, Sum.:26.5 641 5.231 3,352 0.573 410 367 Ductwork: 0 257 Equipment: 1,200 2,200 Lighting: 500 1,705 Room Totals: 18,077 1,610 8,020 C:\Users\slykke\Desktop‘3783 wescott circle.rh9 Wednesday, February 22,2017, 8:03 AM Rhvac-R., ..- 'pr.'::'iLight Corn al al HVAc Liaili F4.";:r,4 is -;;;,---,- , Encvi - etieeetePiiiii.Te-t,j Airmechal- ./f...1 amLa'-'°.• 4‘.4S5304 :,,,a-c... ; ,„,..,_, 11; ,5. - ,..-44, ::,4.1._ , 1.. ,,,Page Detailed Room Loads - Room 2 - Main Level Avera•e Load Procedure .,0.it1.4.;;;::4'7 t%'-e."*-r, .:°:',:,.,,F.,. ,-;:, -1!..,f,W, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,445.0 sq.ft. Supply Air: 525 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 13,005.00 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent: 32 CFM Runout Air: 105 CFM Percent of Supply.: 6 °A) Runout Duct Size: 6 in. Actual Summer Vent.: 31 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 6 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 109 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 78 CFM 0121.4,4il'il Clir, '''',' ','1,-, '.' - It t':,' 'r # : i i',:;:c. ....:."...Ai4,106', ' ,,,-..;,. :i' :7 'irt,i.,,z; , ';:1144 41 kiv,,i4.fi' 1-,51.1.115 ::,-*--,-.1.` • N-Wall-12F-Obw 58 X 9 436 0.065 5.5 2,409 0.6 0 244 E-Wall-12F-Obw 36 X 9 324 0.065 5.5 1,790 0.6 0 181 S-Wall-12F-Obw 58 X 9 440.2 0.065 5.5 2,432 0.6 0 246 W-Wall-12F-Obw 36 X 9 309 0.065 5.5 1,707 0.6 0 173 SE-Wall-12F-Obw 14 X 9 101 0.065 5.5 558 0.6 0 56 SW-Wall-12F-Obw 8.3 X 9 49.7 0.065 5.5 275 0.6 0 28 N-Door-11N 3 X 7 21 0.350 29.8 625 8.4 0 176 N-Door-11G 6 X 7 42 0.540 45.9 1,928 13.0 0 544 SE-GIs-4a shgc-0.34 0%S 25 0.320 27.2 680 31.8 0 795 SW-Gls-4a shgc-0.34 0%S 25 0.320 27.2 680 31.8 0 795 N-Gis-4a shgc-0.34 100%S 15 0.320 27.2 408 10.6 0 159 N-Gls-4a shgc-0.34 100%S (2) 8 0.320 27.2 218 10.5 0 84 S-Gls-4a shgc-0.34 0%S 13.2 0,320 27.2 359 19.6 0 259 S-Gls-4a shgc-0.34 0%S 27.1 0.320 27.2 736 19.6 0 531 S-Gls-4agcloor shgc-0.34 0%S 21 0.320 27.2 571 19.6 0 412 S-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 19.7 0 403 W-Gls-4a shgc-0.34 0%S 15 0.320 27.2 408 35.9 0 539 Subtotals for Structure: 16,342 0 5,625 Infil.:Win.: 109.1, Sum.:78.2 1,893 5.231 9,901 0.573 1,212 1,084 Ductwork: 0 360 People: 200 lat/per,230 sen/per: 1 200 230 Equipment: 1,200 2,200 Lighting: 500 1,705 Room Totals: 26,243 2,612 11,204 C:\Users\slykke\Desktop\3783 Wescott circle.rh9 Wednesday, February 22,2017, 8:03 AM ReSkletirlaiOght Obtritlifinial,HVAC 1.00*.-,,.., ,,,. , - '.'''''"4,'•:="' , ',.114'*''•;11-` ' '''''''': '''L.,-:=1.--71- ,.111,=';'''!:'1.4; ::"Ti":ii*V• - iCelint '- ' q'' s' ,r:f '`;':14:;-:.?"041: ...°:!-- ' '' - ,;.' '.. '1,‘,''''''f 'AC' ==',%,"::,:i4;,::: ':::":4ii.'''' '',C.;:: 4-waylice,10,4 56304, .,,,,,,, rif3::,1, :::: : ,s_i. Detailed Room Loads - Room 3 - Upper Level(Average Load Procedure) fi-IT,114:477-:5,-,414iTi‘1,-, ;;':v,..:::',...-lnit.WM:',:?1?-. <5,..•14:47,1alm,-44:;:::::•••alkIrov,-,, ,,. .- ,..,..;,c,A.,::::ti,„-,,,-,,:,::;, , ,,,,,, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number 1 Area: 1,892.0 sq.ft. Supply Air: 602 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 15,136,00 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 33 CFM Runout Air: 100 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 35 CFM Runout Air Velocity: 511 ft./min. Percent of Supply: 6 % Runout Air Velocity: 511 ft./min. Actual Winter Infil.: 101 CFM Actual Loss: 0.163 in.wg./100 ft. Actual Summer Infil.: 72 CFM 10,,Wf,;:-.4:i.;:',?;,1-..-..-- -tt:';;:".f.ii 7,7.;.:, it"'OPPr' - -,fr -'l•,-Tr.4a,- ='' l'i 7 kl:,.1,0*-4,.-11 Z..-,-:-'' VO*, ' ;',,p.,-,.--, - - - - , - ,, ,.,, ,,,,,,L4-,,(4,%;,h-f;:;;;;,,,,,0,4 ,,,, ;,..,,,,,,,,--4.1,4.:0,-,::-..„; ; -...;;--,- ;;;Iyier,- ; .:---, ,21---;;; - '‘4:irt: 'k"-f'4'"'•.-:' -i..!,•;,:1A-..-Kr..„21-p••.• , . . •,i- ', 0.4.4•2;69.3,6,t ,1,-tr't-..7,-,ft k --.74-kg:*:.;:;:;:t..: '.. :::.,..<- 1''''::4::..of;t:z1"iE:,74: '.441:!_ .1:::-A,"..144.;)',i1:`1:7-:.'457*);.;:::;;J ,,-.,C,K7,,• -:,•,-..•',.- ; ;,, ••••:,,,,-- ,.". 1,'; N-Wall-12F-Obw 58 X 8 406.7 0.065 5.5 2,247 0.6 0 227 E-Wall-12F-Obw 40 X 8 320 0.065 5.5 1,768 0.6 0 179 S-Wall-12F-Obw 58 X 8 441.5 0.065 5.5 2,439 0.6 0 247 W-Wall-12F-Obw 40 X 8 295.4 0.065 5.5 1,632 0.6 0 165 SE-Wall-12F-Obw 14 X 8 80.1 0.065 5.5 443 0.6 0 45 SW-Wall-12F-Obw 8.3 X 8 45.9 0.065 5.5 254 0.6 0 26 SE-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 SW-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 31.8 0 652 N-Gls-4a shgc-0.34 100%S(2) 20.5 0.320 27.2 558 10.6 0 218 N-Gls-4a shgc-0.34 100%S 12.3 0.320 27.2 335 10.6 0 130 N-Gls-4a shgc-0.34 100%S 20.5 0.320 27.2 558 10.6 0 217 N-Gls-4a shgc-0.34 100%S 4 0.320 27.2 109 10.5 0 42 SE-Gls-4a shgc-0.34 0%S 11.4 0.320 27.2 310 31.8 0 362 S-Gls-4a shgc-0.34 0%S 10.2 0.320 27.2 279 19.6 0 201 S-Gls-4a shgc-0.34 0%S 12.3 0.320 27.2 335 19.7 0 242 W-Gls-4a shgc-0.34 0%S (2) 24.6 0.320 27.2 670 35.9 0 884 UP-Ceil-16B-44 1892 X 1 1892 0.022 1.9 3,538 1.1 0 1,998 Floor-20P-30 1 X 447 447 0.035_ 3.0 _j30 0.3 _ 0 125_ Subtotals for Structure: 17,921 0 6,612 Infil.:Win.: 100.7,Sum.:72.1 1,746 5.231 9,135 0.573 1,119 1,001 Ductwork: 0 413 People:200 lat/per, 230 sen/per: 4 800 920 Equipment: 1,200 2,200 tjghting: 500 1,705 Room Totals: 27,056 3,119 12,851 C:\Users\slykkelDesktop\3783 wescott circle.rh9 Wednesday, February 22,2017,8:03 AM • Rovac-,$"0/491b, Light camooe " Aollofare Oeveloprilint triC7 ' 4-1**94,4r ,;,-4 4 ; :;• •44i4 1; • jr.f. qic••ri NV:6.;$4);;, ":""; •."1 1,,,,••41• * - Aiacie 8 System I Room Load Summary A ••••%.1(4 ;A•1,-!••••:',4C --;•••gt••41.14%,1* ;: •,-7-,;(4 11-1 4,„;„1,1:t 4: :•••` • ..46 '41 .." ' • 411 --Zone 1--- 1 Lower Level 1,445 18,077 258 4-6 478 8,020 1,610 376 376 2 Main Level 1,445 26,243 375 5-6 535 11,204 2,612 525 525 3 Upper Level 1,892 27,056 387 6-6 511 12,851 3,119 602 602 Ventilation 7,983 1,221 1,365 Humidification 4,862 Duct Latent 278 Return Duct 0 1,030 278 System 1 total 4,782 84,221 1 020 34,325 962 1503 1,503 System 1 Main Trunk Size: 16x16 in. Velocity: 845 ft./min Loss per 100 ft.: 0.085 in.wg :4'1';'0I 1:177' on t Net Required: 3.63 79%/21% 34,325 9,262 43,587 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:1Users\slykke\Desktop\3783 wescoft circle,rh9 Wednesday, February 22,2017, 8:03 AM /q/ ? 03 Cityof Ea all 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 Willow Ridge Lot Number 4 Block Number 1 Address 3783 Wescott Circle Builder McDonald Const Phone Number: 952-432-7601 ext 4 Contact: Gordy Jandro Tree Protection Requirements: X Tree Protection Fencing Installed on Site(orange silt fence) 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: One (1)4" caliper Northwood Maple tree in front yard area to be installed following completion of construction. Attachments: X Yes (Refer to attached documents for details No EAGAN FORESTRY DIVISION Additional Notes: REVIEWED _ BY H:\ghove\2017file\treepres\Tree Preservation Plan illo Ridge.Lot 9 Block 1 DATE 2-- ► �` 9.utU >a,nwn I:1) 5)tPAWN7- oAna u"S_a3a^ 33ii gn aa.rQ .-o' o= 'wn°" N00°33'54"W 81.00 2. goNT=' 3n;mg , a : 1 ::u,aD o - it 2Vi.,=g = ^ ow� m° �rco kR° V I' N S O i w9,:.E .v A•=6",8 t O n F-, s n o a 6^2-F, o 3,5 / 2 ° 5.1- E. 3 ;gam °13 a a° 30 / . 2? EA u o 3 0 2o,,R o / a - 81.3 n 3 _ N � 3° 3 o T °o'3 n o aW v P Z 8x1,1 99' OZ0 D O to p7 r.) Co O �z Co m a m r x ^x Drainage and utility o° 0 i 11*. o S❑.® • easement per plat Q u ■ J,' 7 -. ... Bnava o o_ o , 'o' at o S "35"11 " a aQ. ,e $ 412-F42 i < �......,,, � '�'""_�� SURVEY LINE m m 13 i a 5„ x . S02°58'08"W ` $ 03 ° _ R_ o R-�aS 81.11 ��m o o -) co. l'il c.....: s , I (� Q ei 500°03'52"E 81.00 _I Q Tref .:, .V y ,. i1 ism Cs Alt WS 5 oRmtJ Cie (900.8) �' -��_.x i023119.9^ow�xa g K ., 8 °a.v a,o°in$a.. (901.8) � 1 o !¢c o n - - s rv� gu.m. I -.... ,f,',<, 2-19,92,ng32 as 2 2 v 1.h58 yg - ;decks(901 3) 11 -, r. (901.0) S x ,, X 30.11 0-331 biii.00ulN� 7i1; 11.83 ,,,,,, ..\\x830.11 �Propo\$ `Sias 1.'--- 2. F..I x x u • '� a o o p 1 5 II p p X " e Ho11se,2,�,\ 9 a n :12-15 iii> ornar" i t A' Ycf x °r ln'. 9'r.B_W.O* \ G- 'P ti \ LA'"? 9.112e,' �' o: . 1 D.OD \----ora r r o 9. X bJ \° • L03 HNU O S w \ u� O$ ° m I a u\ l\ Gora9e N ('� m os �p.1< a Is8 H oa' (907.5 x 9 ka -s"1: _ dw19.00• _ ,..I g ?o m� ',Ili' R i 111.58 � (r,69 8 8(909.2) §:I.) i (909.4) Il,k Dd9.8 I s° ' //,Nw 1 w X J Proposed o Y°'^�C/�'\ n \`x'°a n o? 9 n'o- ,0 3, 5 8 o XX Driveway., 1 ,/-g S °o D h A /x N I^_ D 8(914.3)x 7.6% " /�/ b, x� 2:3 ac3 IIx R -111r.. 6 �'at„1�,, g / II n- P 4 u 9.n \ �n n`5 m i \N S'/ u 8 ,o' ;"`,7,&'' �/ 'rg>o _ �8 r f0 , m -12 0 0-47° s9 dL /j�J `yes 54soas, \xe�\ . �� m w o m N o Corr �lR w n 9' o C F 3 - �e i; 0B' II I p__ `.a \ w o m -o Lot 9, Block 1, PI NEER ,1 ;, ,PA WILLOW RIDGE AT WESCOTT Certificate of Survey for: according to the recorded plat thereof McDonald Construction Inc 24221...• Drive Ph.,(651)681.1914 • Dakota County, Minnesota Mendota Height,14414 55120 Fax;(651)601-9408 7601 145th St W www.pioneereng.com Address: 3783 Wescott Circle, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1360 `Project 4.117016000 Folder 4:80561 Dawn by-MTWw Buyer. 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C -7 tb= c_ o +-- C - DOCUMENT as ,STANDARDS fg ❑ ❑ • Registered Land Surveyor signature and company .0 ❑ ❑ • Building Permit Applicant /2t ❑ 0 • Legal description A 0 ❑ • Address ,II ❑ ❑ • North arrow and scale ❑ 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) r ❑ 0 • Directional drainage arrows with slope/gradient% ,/27 ❑ 0 • Proposed/existing sewer and water services&invert elevation ,0 ❑ ❑ • Street name )11 ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) A ❑ ❑ • Lot Square Footage Ad ❑ ❑ • Lot Coverage ELEVATIONS Existing ,,H ❑ ❑ • Property corners 4 ❑ ❑ • Top of curb at the driveway and property line extensions ❑ /I ❑ • Elevations of any existing adjacent homes X ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ 4 0 • Waterways(pond,stream,etc.) Proposed j2 0 0 • Garage floor ,H 0 ❑ • Basement floor /i 0 ❑ • Lowest exposed elevation(walkout/window) Sy 0 ❑ • Property corners /e1 ❑ 0 • Front and rear of home at the foundation Y N • PRV Required PONDING AREA(if applicable) ,' 0 ❑ • Easement line SP1 ❑ ❑ • NWL .0 ❑ ❑ • HWL ;2' ❑ ❑ • Pond#designation ❑ )2 ❑ • Emergency Overflow Elevation ,I2f ❑ ❑ • Pond/Wetland buffer delineation Y (j� • Shoreland Zoning Overlay District Y 8 • Conservation Easements DIMENSIONS A' 0 0 • Lot lines/Bearings&dimensions ❑ ❑ • Right-of-way and street width(to back of curb) ...AEI' ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record.and any City utilities within those easements die 0 0 • Setbacks of proposed structure an 1 sideyard setback of adjacent existing structures , 0 ❑ • Retaining wall requirements: i Reviewed By: , ,lor Date 2/ 7 G:/FORMS/Cert.of Survey Checklist Rev.3-3-11 d ud adduU'd V JDA}DJoN :JaAn8 mi IN:,Cq Um2JQ 9S08 #Jap[od 0009 40L 41.:#loa(old 89£T-Z£17(Z56) x''d/T09L-Z£17(ZS6):auogd :uo!lonao :ppm asnoH 66SL-17ZTSS NW`LaIIUA alddd D OS9UuI 'uo6D 'a OJI Dasa :ss J u80a•8ua89(T 9•mmm M zS 1-IISbT I09L } W 3 I 0 �� M �BL� PPb xe 'sit-1210He o ua 88b6-i89(TO)� 3 OZTSS NW � P L(I Dui uoTTonIlsuop ppuoclow o}osauulw �C}uno0 v}olod bT6I-T89(I g9):lid anuQu asdzaaug ZZbZ JoaJay} }old papJooaJ ay} o} 6u1PJ000p �� S.1J3.LR)JNi3dvasolvl SNOl3AN!)S<WV1 SN3NNVld ONVI PERISIDNIR IAD •.AO S JO ..� 3 1100S3M IV 3001e1 M011IM 'V d lUUaauguY\JaNzid `1. )13018 `6 }ol 0 0 r, I\ Ili r7 .A IO o :n �� m� s v VVV / N sZ� 00 ,__,! p U N ,:,„ U O..O. >0 0 a) n O D]HJ W \cC.J�i N z\o o fl '1S �S X` <<94.,Z S9_ -/�/� o � N � f - O D_ ° O JO N (\IO` 0A 0 co a a° 0 O° a.� c 0°) rn rn 0 \ ., 9��' r 0) � 7 O j.O I I o 0 o O c,Li_ii) o o h n.,; o N 7 v N g O a c X co X rn ,. -L X '-o.11 «U 3 a c E o a X / N %9'L x(£'606) - - o ° c °° ° o N U °o m / o ,oaaniJO X rn d 5 r L.«-.� C-° °) J•S ° a X (xrn ° pasodoJd n x M rn i� c o c > c• m o�� M 0I 0m X Nrn I N v o a° o 0 0 ° .\ )g 0,o Ti x (8 6Q6) I ,� m 0 o c L — (Z'606)0 0 8S 4 .. c o 0 4'606 08 L l 00'6hQ °o oL o �x�X x : �5'L06 L� w w ° rn I �o0,•`L9 l l.�L l\r`dao s 060...41/4, o o O ro .. . „ o f m 0 .._. m I co \ o X00L oco c� `o > a° n o rn o N\ a6DJD0 I o M', '`) -0 0 rn C m ' N \ co o NJ MNrn O Ev) f\ CON ° o o I \, i ro o m Li- .0 n 0_ a N o rn ° p i� LLO I x(' )I(<_ .0 � OIIoo o��\ cd o X X N E � ._ -�-- ---` -- - 00'0 L ,�o •O o ° cLn No N i Q o gi'II J n _i; Y m o 0 1 ��_� X 0'M'8'� ,6 mX x X X� m j M— co ° o 2 \ c o z o M�, asnoH x % a • N II > o °a a o ° v°' X X o of pasodoJd o . rn rn N in II v -o N . as rnl .,x tl'O� X 7„\\,:).(0____74L,,,*_ ^ X II o o ° `° amv 45 <n= o .,� Ln _ � Ln o V 0 '6 a >E-:3 o, o a—>,-0 o_ o (0'l06) O o SrL L (£'l06) $ rep f, 8 85 41 o cn r/ o 0 n 3 3 ,_•S 0 0 N 01 m ,I 00'b L rn fid '� 7� 3ci (g.L06) g -8 8 0 0 j p Q, 0 0 0 X 0 J2N(n�F_D] s 0 E c ls (8'006) `o ° C N 0 _ • m 1.0 ( Zt,O oi m °' r7 O 00'1.2 3„ZS,c0000S — to O 3 0 6 to ca Q o f o o n • o UJcs ' i u' o c„ c u E' p Co Lr N vi m m y� C oo ° O - O o, 1 0 0 _ a, L L•L8 /y-80,8S0ZOS)t_* — �,� m ° >< o o ; 01 01 Nll l m X o .. .... > w O Om o, .o c oaa o � - �� o n - NL rS - o > o 6 o 8 I , woNa . 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Tue May 09 15:05:21 2017 Page 1 ID:CRDrrOPOsHS5JjjKj82SePzQXCd-45ViHgljRIUsa2HeY1 ERdfQX7vTj9TBOdJ85kbzlBxy I 2-5-4 2-3-14 I CONDITION: No lumber defects are to be located within+/-12"of notch. 1.5"WIDE X 1.5"DEEP NOTCH IN Scale=1:34.5 TOP CHORD CENTERED AT 3-5-8 FROM RIGHT END OF TRUSS 8-0-0 / / 3x4 II 4x7 = 1.5x3 I I 3x4= 1.5x3 II 3x4= 3x6 FP= 1.5x3 II 4x7= 4x5= 1 2 3 4 5 6 7 8 17 9 10 0 • 6,°\ O --0.°79... 44111441Sior- 16 15 14 13 12 11 3x6 = 4x7= 3x12 M18SHS FP = 3x6 = 4x7 = 4x12 = APPLY 2 X 4 X 8'SPF/DF/SP NO.2 SCAB TO ONE FACE OF TRUSS AS SHOWN.ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND(1 ROW)OF(0.131"X3")NAILS SPACED 2"ON CENTER IN ALL ALIGNING MEMBERS.USE 2"MEMBER END DISTANCE. I 20-3-2 20-3-2 Plate Offsets(X.Y)-- [1:Edge.0-1-8].[10:0-1-8.Edge].[11:Edae.0-1-8] 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 0.42 Vert(LL) -0.21 13 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.35 12-13 >687 240 M18SHS 197/144 BCLL 0.0 Rep Stress Inc- NO WB 0.53 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code MNSRC2015/TPI2007 (Matrix) Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=888/0-2-10,11=3187/Mechanical FORCES. x. mp./Max. n.-All 25 TOP CHORD 10-11=-2335/0, -3=2219/0,3-4=-2219/0,04-5=-2940 0,5-6=-2940/0,s except n 6-7=-2244/0,7-8=-2244/0,8-17=-2244/0, RECEIVED 9-17=-2244/0 BOT CHORD 15-16=0/1312,14-15=0/2744,13-14=0/2744,12-13=0/2754,11-12=0/1328 JUIN 19 2017 WEBS 2-16=-1531/0,2-15=0/1066,4-15=-616/0,6-12=-599/0,9-12=0/1077,9-11=-1569/0 NOTES- - 1)All plates are MT20 plates unless otherwise indicated. -37P-3 !ir/,Z .p7 C ht. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. /0�L i'L, • /1' /,0103 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-16=-8,1-17=-80,10-17=-96 Concentrated Loads(Ib) Vert:10=-2242 I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fe ior al Engineer under the laws of t i,State of Minnesota' XUEGANG LIU DATE REG.NO.42464 May 9,2017 I r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit 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 MITE*" is always required for stability and to prevent collapse with possible personal injury and properly 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 MN INN mit MiTeV MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 170019F2 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by P&M Truss. Pages or sheets covered by this seal: I29815611 thru I29815611 My license renewal date for the state of Minnesota is June 30,2018. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- le sion-I Engineer under the laws of e-tate of Minnesota, AA A XUEGA G LIU DATE REG.NO.42464 May 9,2017 Liu,Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I hereby certify that this plan, specification or report rAcs was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the St of Minnesota. ._/ oGe- Ryan Mack MEMORANDUM Date: 6-21-17 Minnesota Registration No.46673 To: McDonald Construction, Inc. Re: Koratkat Residence-3783 Wescott Circle, Eagan, MN Date: June 21, 2017 f�i�� .i Ai/ o3 Project No. 7.029 The purpose of this memorandum is to report the findings of a specific structural review of connections for tall wall framing, base of stair framing,and a tall lookout foundation wall for the single family residence listed above. The Hanson issued limited scope structural drawings last dated 1-19-17. Refer to these drawings for more information. xis r JUN v; t1 Some of the framing angle connections specified in the Hanson Group's structural drawings were fastened to bearing studs and not king studs as shown in the photo to the left. This is acceptable, and no corrective measures are required, provided the bearing stud is nailed to the king stud with a minimum of (6) 8d or larger nails. j r � , The bottom of the stair stringers shown in the photo to the left were not installed with bird mouth cuts and a flat nailer. The scabbed-on LVLs shown shall be an equivalent substitution to bird mouth cuts and a nailer, provided each LVL is nailed to 9,�d9W,e^x � ,,✓a. each stringer with a minimum of(6)8d or larger nails. A McDonald Construction, Inc. '78'3 tta ico77- C/4 Hanson Group Project:7.029 a,GIt.44,-t # s1-ll A° 3 June 21,2017 Page 2 RECEIVED JUN 21 2017 ,„„,/ ,%,1„1). ""' The tall lookout foundation wall was reportedly constructed as �.� �" a 9-foot tall by 8-inch thick cast-in-place concrete wall atop a y ''" s," 20-inch wide by 8"deep concrete footing. The wall has#6 tri; il rebar dowels embedded in the footing and#6 lfvertical bars r<i-:::‘:1;',../:4'' ''''.., .'4''''''': spaced at approximately 36-inches as well as (4)#4 continuous horizontal bars. 5-feet of the wall is above the basement slab N� level. A portion of the wall form with rebar is shown in the : photo to the left. This wall will be structurally adequate to s laterally support backfill to within 6-inches of the top of the " wall. The observations and opinions expressed in this report are based on our professional engineering judgment and professional practice, as well as the observations noted. No site visit was performed. Field verify and contact the Hanson Group should discrepancies be found. We reserve the right to supplement and/or amend these findings and/or opinions should new information become available. Concealed discrepancies and/or defects limit the accuracy and scope of this report. No warranty,either expressed or implied,for any portion of the structure is given. Contact The Hanson Group should evidence contrary to the above information reported and findings noted be found. Sincerely, The Hanson Group Ryan Mack, PE it' i ` ` p07nir. of/05Ft1'z Section E 3 i e..Sl.:.,l.l 647,1-"" Make-up air Q Passive (determined from calculations from Table 501.3.1) D Powered(determined from calculations from Table 501.3.1) D Interlocked with exhaust device(determined from calculation from Table 501.3.1) 0 Other,describe: Not required 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) Directions-In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column.For existing dwellings,see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening, Transfer the cfm, size of opening and type(round,rectangular, flex or rigid)to the last line of section D. The make-up air supply must be installed per WIC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D ,. 0.15 0.09 0.06 0.03 a)pressure factor(cfmisf) b)conditioned floor area(st) 5286(induding unfinished basements) Estimated House Infiltration(cfm): g2 [la x1b] 2.Exhaust Capacity a)continuous exhaust-only NA 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 480 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 615 12a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 615 a)total exhaust capacity(from above) b)estimated house infiltration(from 7�2 above) Makeup Air Quantity(cfm); [3a—3b](if value is negative,no +1 77 makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be Included:) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 RECEIVED SEP 21 2017 I 12 11CrALIM I ! ""111P-1111111 I If I &MS 11111104119111i SS 111111 HEATING, COOLING & PLUMBING "Creating Custom C otrl_, Tort" Since 1985 Certificate of Completion Duct Sealing Performed For 400 (McDonald Construction, McDonald Construction 3783 Wescott Cir Eagan, M•155123 P.E11-0 /7" # jell it io c. Overall Sealing its N Wen we arrived, .. 200 m YOUR DUCTS HAD: 379.2 CFM of Leakage, equivalent to a loo 71.6 Square Inch Hole This equal s227.5r aitasfugafairlossaw3y/xxr. After we finished, 0 YOUR DUCTS HAVE: 0 5 10 15 20 25 30 Sealing in Minutes 5.4 CFM of Leakage, equvaent to a Ti me 1.0 Square Inch Hole Aero TecMician Cbryw • This corresponds to a 98.6%Reduction in Aeroseal Case ID 4014 Duct Leakage. Dated Seal 7/13/2017 Note Duct Leakage mutts ane calalated in Cubic System Desaipticn Forced Air Feet per Mnute(CFM)measured at a standard OPERATING PRESSURE of 25 Pa Seal Desaiption Hardware HorneSeal A ERDSEAL® Duct sealing Purred [Duct Sealing From The Inside AjrMachantcal Inc 16411 Aberdeen St.NE Ham Lake, Mn.55304 Phone:763-434-7747 !IOW ii RECEIVED AIDUcuAkIAI ilitir6 SEP 21 2017 -11111r-Vat RIVE 1161111011 Sett 11111ilinists IIII 11110 HEATING, COOLING & PLUMBING "Crating Custom 1C'oin ort" Since ,1985 Certificate of Completion Duct Sealing Performed For 600 McDonald Construction, McDonald Construction 3783 Wescott Or Eagan, 11/I4 55123 Pi A-Ay1+r it /5o of/o4 400 a Overall Selling Resits N TDm a Wien we arrived, m J YOUR DUCTS HAD: 2 557.3 CFM of Leakage, egl, ivalertt to a 105.3 Square Inch Hole This agues 3%4refii a a[as ftI/afa%rloss elsyhou After we finished, 0 YOUR DUCTS HAVE: 0 5 10 15 20 25 30 35 40 45 50 Sealing Time in Minutes 6.7 CFM of Leakage, equivalent to a 1.3 Square Inch Hole Penoseal Tecft idan Cory W This corresponds to a 98.8%Reduction in Aeroeeal Case ID 4014 Duct Leakage. Vete cif Seal 7/13/2017 Nate: Duct Leakage results are calculated in Cubic •r•:. . r Fest per Mrxte(CFM)measured at a standard OPERATING PRESSURE of 25 Pa Seal Desaipti• Supply ply l-lam er+e -� A EROSEAL® Duct seding Performed Sy: 'Duct Sealing From The Inside Air Mechanical Inc 16411 Aberdeen St. NE Harr Lake, Mn.55304 Phone: 763-434-7747 Jeffrey Wheeler From: Selseth, Stuart (HHT) <SelsethS@hearthnhome.com> Sent: Monday, October 16, 2017 1:23 PMCE�RECEIVED To: Jeffrey Wheeler OCT 16 1017 Cc: billw@mcdonaldconstruction.com; Langert, Heather(HHT) Subject: FW: 3783 Wescott Eagan Follow Up Flag: Follow up Flag Status: Flagged 3783 Wescott Circle, Eagan Minnesota Permit# EA141203 Model #6000C-IPI We have installed this fireplace per manufacturers specs, all clearances were met. Thank you for working with us on these matters Stuart Selseth Hearth Expert Permit/Inspection Coordinator FIRESIDE HhARTHOME- Best Brands, Professionally Installed,Service For Life 2700 N Fairview Ave 1 Roseville, MN 55113 P: (651)638-33121F: (651)633-8884 selseths@hearthnhome.com 1 www.fireside.com ^' NNW 1.111. 1 JANUARY 1 , 2009 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS I ® 3 7 g3 LA//256,0 TJ G%!L MiTek USA,Inc. Page 1 of 1 1 IIS4111u0 Pkge 4/5- o pi/xoz' ri,g- • CE7VED OCT 16 1017 MiTek USA, Inc. LADDER TRUSS WITH 4X2 SPF NO.2 2x4 BAND MINIMUM CHORD LUMBER,WEBS SHALL I11 BE 4X4 STUD HF,SPF,DF OR SYP AT 16"O.C.MAX. DOUBLE END _4________ FASTENER(S)SPECIFIED BY OTHERS VERTICAL il i 11 Oir -.II Ilk pill_ 7Al 1°'°'"""""��'li .1 lom FLOOR BLOCKING PER . BUILDING DESIGNER 1.1 11 __ FASTENER(S)SPECIFIED LEDGER SPECIFIED BY OTHERS. o BY OTHERS LEDGER SPECIFIED O. BY FLOOROTHERS TRUSSES p -. O.C.MAX. TYPICAL FLOOR v O TRUSS LADDER FRAME TO BE CONTINUOUSLY SUPPORTED BEARING AT END OF TRUSS FLOOR TRUSS PERPENDICULAR FLOOR TRUSS PARALLEL TO BEARING WALL TO BEARING WALL N.T.S. N.T.S. OTHER FRAMING ELEMENTS OTHER FRAMING ELEMENTS NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY NOTES: DETAIL PERMITS A MAXIMUM OF TWO 1/2"DIA.THRU BOLTS OR LAG SCREWS TO BE INSTALLED ALONG THE VERTICAL CENTER LINE AND INTO THE DOUBLE END VERTICAL OF FLOOR TRUSSES OR INTO THE 4X4 VERTICALS OF A LADDER TRUSS. FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER. REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. DETAIL HAS CONSIDERED VERTICAL LOAD CAPACITY OF THE FASTENERS ONLY.ALL OTHER FRAMING ELEMENTS REQUIRED TO SUPPORT AND OR RESIST ANY OTHER LOADS AND OR FORCES SHALL BE THE RESPONSIBILITY OF OTHERS. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. May 4, 2015 STANDARD DETAIL FOR USING SIMPSON ST-DECK LEDGER DTT1Z DTT1Z DECK TENSION DEVICE I II I 3 7 5* , f 4't Ga i O/V MiTek USA,Inc. Page 1 of 1 „0Q p7��,`r � /kiz03 RECEIVED '� OCT 17 2017 MiTek USA,Inc. MIN 1.5X4 CONNECTOR PLATES AT THESE JOINTS PLATE ON RIBBON BLOCK MAY BE OMITTED IF A 16"LONG 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SIMPSON DTT1Z(OR EQUIVALENT)ATTACHED SHEATHING 48/24 EXP 1)FULL DEPTH IS APPLIED TO EACH FACE OF TRUSS WITH CONSTRUCTION QUALITY PER HANGER MANUFACTURERS ADHESIVE AND ONE ROW OF(0.131"X 2.5")NAILS SPACED 2"O.C.FROM EACH FACE.FACE GRAIN HORZ. INSTALLATION PROCEDURE TO MEET USE 2"MEMBER END DISTANCE. DECK TENSION DEVICE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE. DECK JOIST SPECIFIED 2x4 BAND FLOOR SHEATING NAILING AT 6"OC MAXIMUM. BY OTHER .� FASTENER(S)SPECIFIED " ol� ��- BY OTHERS to 0 o I ssr DOUBLE END VERTICAL ALTERNATE LOCATION OF DTT1Z ,I FASTENER(S)SPECIFIED O C BY OTHERS. LEDGER SPECIFIED BY OTHERS TYPICAL FLOOR TRUSS BEARING AT END OF TRUSS 0-3-6 MIN NOTES: FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER.REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. END DIAGONAL WEB MUST GO TO BEARING JOINT AS SHOWN. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional En.ineer un he laws of the S -of inn of . STEVEN E.FOX DATE REG.NO.21980 May 4,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DS8-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 ,g . .. .'x x 'tex:�r. ;� :.''31:rtxi,'�s ".°,!^,.,^K.:;',�..'.�;srx. ,.,. `'� }x'ex_,_'-„-':: ... ✓�<Mw £�s°.'nas-Yik 5� +, - kr'' rk t 1. 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