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762 Summerbrooke CtEAGAN 1716g7- io,W .5 79 taL lZ/416'- roc-0 d (46-/-749 — too o0 ,10/ (`/ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I FAX: (651) 675-5694 A U G 0 2/ U 21 buildinginspectionsCa.cihrofeagan.com J 7, 70 6 2021 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 762 Summerbrooke Ct Unit #: I— For Office Use Permit#: / /0 �f Permit Fee:/0 7q Date Received: 61 2 2--- 1 Staff: Resident/ Owner Type of Work Contractor Name: Eternity Homes LLC Address / City / Zip: 425 3rd St / Farmington / 55024 Applicant is: Owner � Contractor Phone: 651-460-3043 Owner Email: draftingeternityhomesllc@gmail.com Description of work: New Residential Single Family Home Construction Cost: $150,000 company: Eternity Homes LLC Address: 425 3rd St City: Farmington State: MN Zip: 55024 Phone: 651-460-30� Email: draftingeternityhomesllc@gmail.com License #: BC638704 Lead Certificate #: Mufti -Family Building: (Yes / No X ) Contact: Ann Hamman 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: Stewart Plumbing Inc Mechanical Contractor: Burnsville Heating & Air Sewer & Water Contractor: GSM Excavating CO Phone: 763-428-4833 Phone: 952-894-0005 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-public If you provide specific reasons 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 an the City's website at www.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.000herstateonecall.orq for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. 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. )(Coral Ozmun x Applicant's Printed Name Applicant's Signature FOR OFFICE USE ONLY Site Address: ��D� �U d1lii n�/494 @L SUB TYPES Foundation _ Fireplace 1Single Family _ Garage Multi _ Deck 01 of Plex Lower Level WORK TYPES New Addition Alteration Replace DESCRIPTION Calculated Valuation Plan Re iew (25%_ 100% ) Census # of Units # of Buildings Type of Construction Repair Fire Repair _ Water Damage Egress Window V6 EQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) -T Foundation Foundation Before Backfill Roof: Ice & ater _Final Framing 30 Minutes \L1 Hour Fireplace: Rough In \(Air Test Final Insulation tt`"' Sheathing Sheetrock Fire Walls Braced Walls Shower Pan 1eviewed By: Permit #: _ Porch (3-Season) _ Miscellaneous _ Porch (4-Season) _ Accessory Building _ Porch (Screen/Gazebo/Pergola) Pool RESIDENTIAL FEES Calculated Valuation Base Fee Plan Review State Surcharge MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Read Other: Copies: TOTAL $ 0.00 Brick EFIS Siding Reroof Windows Solar Occupancy Code Edition Zoning Stories Square Feet Length Width ri Retaining Wall Move Building _ Demolish Building* *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV r? Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Service Test Gas Line Air Test _ Hood Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector y New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 5/14/2021 Place your logo here Mailing Address of the Dwelling or Dwelling Unit 762 Summerbrooke City Eagan Name of Residential Contractor Eternity Homes LLC MN License Number BC638704 THERMAL ENVELOPE RADON CONTROL SYSTEM c 0 r 0 8 o' Total R-Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab Foundation Wall 10 X Perimeter of Slab on Grade 15 X Rim Joist (1st Floor) 21 X Rim Joist (2nd Floor+) 21 X Wall 20 X Ceiling, flat 49 X Ceiling, vaulted 49 X x Bay Windows or cantilevered areas 30 X Floors over unconditioned 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: 0.28 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.22 R-value R-8 in garage area MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Gas Electric R-410A Passive Manufacturer Daikin A.O Smith Daikin Powered Model DM92SE0603B PNT-50 DX13SNO24 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 60,000 Capacity in Gallons: 50 Output in Tons: 2 Other, describe: Efficiency AFUE or HSPF% 92% SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 45,399 13,276 18,881 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type Combustion Air Select a Type Not required per mech. code 6" Passive X Heat Recover Ventilator (HRV) Capacity in cfms: Low: 82 High: 190 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: I Cfm's Capacity continuous ventilation rate in cfms: " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Builders Associaton of Minnesota version 101014 Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337 Phone 952-894-0005 — Fax 952-894-0925 — Web www.burnsvilleheating.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 762 Summerbrooke Ct Date 05/14/2021 Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS 1 2 3 4 5 6z Conditioned spacel (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/40 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000sp. Ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies" a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms =1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventilation rate/2 Amount Total 155 Amount Continuous 78 Burnsville Heating & Air Conditioning, Inc. 3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337 Phone 952-894-0005 — Fax 952-894-0925 — Web www.burnsvilleheating.com Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings Site address 762 Summerbrooke Ct Date 05/14/2021 Contractor Burnsville Heating & Air Conditioning, Inc Completed By VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS Alan Dobson 1 2 3 4 5 6z Conditioned spacel (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/40 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000sp. Ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies" a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms =1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventilation rate/2 Amount Total 155 Amount Continuous 78 ICLJICNSVILLE Heating & Air Conditioning, Inc. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS -FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr REQUIRED FREE AREA OF AIR- ACCEPTABLE APPROXIMATE TOTAL INPUT OF APPLIANCESi, THOUSANDS OF Btu/hr SUPPLY OPENING OR DUCT, SQUARE INCHES ROUND DUCT EQUIVALENT DIAMETER2, (kW) (sq mm) INCH (mm) 25 (8) 7 (4,500) 3 (75) 50 (15) 7 (4,500) 3 (75) 75 (23) 11 (7,000) 4 (100) 100 (30) 14 (9,000) 4 (100) 125 (37) 18 (12,000) 5 (125) 150 (45) 22 (14,000) 5 (125) 175 (53) 25 (16,000) 6 (150) 200 (60) 29 (19,000) 6 (150) 225 (68) 32 (21,000) 6 (150) 250 (75) 36 (23,000) 7 (175) 275 (83) 40 (26,000) 7 (175) 300 (90) 43 (28,000) 7 (175) 325 (98) 47 (30,000) 8 (200) 350 (105) 50 (32,000) 8 (200) 375 (113) 54 (35,000) 8 (200) 400 (120) 58 (37,000) 9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. BTU Amount for Non -direct vent appliances SZIRNSVILLE Heating & Air Conditioning, Inc. 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: _Draft Hood Fan Assisted Direct Vent Input (Not fan assisted) & Power Vent Btu/hr Water Heater: _Draft Hood _Fan Assisted _Direct Vent Input: (Not fan assisted) &Power Vent Electric _Btu/hr Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine Air Changes per Hours (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 Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan -assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan -Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RFVA: ft3 Total Btu/hr input of all non -fan -assisted appliances Input: Btu/hr Use Non -Fan -Assisted Appliances column in Table E-1 to find Required Volume Non -Fan -Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA RV= + = 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 = / _ Step 6: Calculate Reduction Factor (RF). RF-1minus Ratio RF=1- _ 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: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = /3000 Btu/hr per in2= in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x in' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 U Minimum CAOA = in. 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. BURNSVILLE Heating & Air Conditioning, Inc. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method (ft3) Known Fan Assisted 19941 to present Air Infiltration Pre-1994 Rate (KAIR) Method (ft3) I Non -Fan 1994 to present -Assisted 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 22,525 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 , The 1994 date ref t d• 11,500 II' 17,250 8,625 24,150 12,075 ers o ve logs constructed under he 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. n BZIRNSVILLE ; Heating & Air Conditioning, Inc. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN -ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEc MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) 3620 (including unfinished basements) Estimated House 543 Infiltration (cfm): [lax lb] 2. Exhaust Capacity a) Clothes dryer 135 135 135 135 b) 80% of largest exhaust rating (cfm) 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust c) 80% of next largest exhaust rating (cfm): 64 (not applicable if recirculating system or if powered makeup air is electrica ly interlocked and matched to exhaust Total Exhaust Capacity (cfm): 263 [2a+2b+2c] 3. Makeup Air Requirement 547) Total Exhaust 263 Capacity (from above) b) Estimated 543 House Infiltration (from above) Makeup Air -280 Quality (cfm): [3a-3b] (if value is negative, no makeup air is needed 4. For Makeup Air opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan -assisted or atmospherically venter gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan -assisted appliance per venting system. Other 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 SURNSVILLF Heating & Air Conditioning, Inc. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units TYPE OF OPENING OR SYSTEM ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN -ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESe ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANES OR ONE SOLID FUEL APPLIANCEc MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G (cfm) (cfm) (cfm) (cfm) (inches) 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 w/motorized damper 318 — 419 196 — 258 136 — 179 84 — 110 9 Passive opening w/motorized damper 420 — 539 259 — 332 180 — 230 111— 142 10 Passive opening w/motorized damper 540 — 679 333 — 419 231— 290 143 —179 11 Powered makeup airH >679 >419 >290 >179 NA 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. B. Use this column if there is one fan -assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is on atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there is multiple atmospherically vented gas or oil appliances using a common vent or I there are atmospherically vented gas or oil appliances and solid fuel appliances. E. 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. F. If flexible duct is used, increase the duct diameter b one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Rftvac...-<Residential & LI ht Commercial HVAC_ Loads p. '� Eli p �j te�ofivva` evelopxnenf,^I�tc ti,Bu SYtlle>Heatin ,& /�►/-'C:1.nc c c, s. > - =^;z . i r �'.: m _,,...::_ - � r Tie Sarr�ran 'Bumsviilte'`M , r Project Report � Project Title: The San Fran Designed By: Alan Dobson Project Date: Friday, February 19, 2021 Project Comment: Client Name: Eternity Homes Company Name: Burnsville Heating & A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Burnsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: .k -.: .i.C ., _ , _ S J .. r) fiS# . Au M, . ...r..-! Reference City: Minneapolis, Minnesota Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum ReI. Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 72 47% 50% 75 29 .. ..,.i > ...., ..:,:.... +� e 7f�i�+ "'s.. .rr .aa' - :,5`. uy=-=r>-",e ...!✓ . ... +4 . .. .. ., . _n ..._ h . __.. o. ... F .. , n M. _ .. ... v.:_ _ . i... V._- .i 1. 5_ S: ...':zc%i rl�.. .. t^.. - nf. .. .:. .. ...... s.. ._ _ ✓ .... . . .. _ _ . , a .y, �. ...:........: .+os s,--T_ ._.l �..F.- ,.... ,. i.. :.�.,..:-..�,.<r <.,":.,..-s?U. :-.::.v, n :,..�.. ,.s,...=`:.:r�ai:c= - -.. - � ��- �� ��-w'�: -..<.._..s_, Total Building Supply CFM: e Square ft.: .. �..���tir�� _..�-......�.;:���- 581 CFM Per q 0.160 Square ft. of Room Area: 3,620 Square ft. Per Ton: 2,301 Volume (ft3) of Cond. Space: 33,656 .::.. . r�,..< cp.,,..-r.^""tea?L,vxo..rin ,r4 - ... y...,r ;:n: ::. n: _ _ 7c x r 1. - .�--.4w: <a sew ,-.,,�-•�:; /'j ;:rYS Y�i�. .i i . � as s > r. .'` .f -p7• �NSs' ..:. -::. ,.. - - "tip-. d'' .'Y-::t: s". .. ...:";..,, n .._.,, .... � :.,. .,.:... µ ..., .,.� ..a_>yp ter.:,..,.. d'�:, __ .Y-. .x_rr-: . ,.d,<.-'�ra.;:::`z.. '.D,a,.:.:--'.=,�...,-�%.',,;Y`.'�E. +n, >.-�-:� Total Heating Required Including Ventilation Air: 45,399 Btuhw 45.399 MBH Total Sensible Gain: 13,276 Btuh 70 % Total Latent Gain: 5,606 Btuh 30 % Total Cooling Required Including Ventilation Air: 18,881 Btuh 1.57 Tons (Based On Sensible + Latent) :: .?:..., .,r'...✓ ,_,:.::2.:�-s .Y. .. s. �..�::,..._ ,,: .-..fir;:,. .wf' xv.: :w :..__^.�.^..,._.. .Y�: _ x. S.,'. 1�2>=i " is . >3,� _ ^.e�in ny, r>`+:. ` _L... ..:t .a,-a...v.: y,n.t " .N-.-x. !:`,. fti �4^.v':'1'.. _ _ .f >- .:.`., n x n .. ,.. n.. ^ ..c. > v..--:.�:....._ ,, ^..i;1.: �-• ..rgr.�..� ....,.-p n,.. =)' { � ^ i . rt; Y'.. ..svr, .<^'^ '�� ' -: 5xY _ ..a'Yi1 n5:.. p v" 4N. _, .�:.+ .cr_'1•.: 4 `d:' yti ,;;1�ClfeS:: t .*�"%`�,: ' .5).: ,_,3>:: :,1� - xv ,«c1w.. .1 i d .We _... r.,. +. 'f`:. . `fir,^ _ ti�-,-T"i�.a� 'F' .. :.. .,.::._ ...i„r}. ..i:�= >.i: � »o.°.,:a"3;r,. -".b`? k '>Sili- f �>✓:.< �, :ulci+ar-:- >ai - - "i: Rri - 1 ^.4 i _-O, k+v .. ?' , h'i _...h:..+v.�.}s x„ d. ,f• �^ �z'!Y.-"1 f". _Y.'t ,4 > -0 C ..:C SUi_ <f.."x5.... +e.�-'-1 : x?IX :.:.:.:.9�_ ¢ .oaf ,' ... ,..! s . - C e-'v'ta'a.� .�: _en,. �. p'+:A,.�l�:�v+:•..-.. _.. �1�: w..J:. �yfC.L _:. ........ .� .. 'ei.'Yr✓, n . ': ". `.•..2'.$.:.. . h' . ?'.i.K +.:\�i�5�- ...w K � h.:.;35-:.�: y Y�:��P. ���i�'•i� C 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. \\badata\RedirectedFolders ...1NJJ The San Fran 2021 SW.rhv Friday, February 19, 2021, 3:26 PM f�vac - Resrdentiai &' Lt fit Commerciaf;:f-fV ! aads ..:::':: :<: : Eliteo are evalapmen fnc � i:''Burnsvi le: l±ieating B� AIC Inc TheSa ran jBurnsville, MN , 5537 9e Total Building Summary Loads - Si:;4,. C �, � ,..�v�=;/ '. f„ 1 l i %:T,r.:^^rr•.,r•-+ _ .:: F'1C 1'.Li•.a -C tl.: =P. _h.f J .7., ? n.'c`r W -Y -t S. 4 1. .� , 1L� •`Ci p w 0'L+ - ..:.:. ,r-::,.3".-:....;'n..``.'t ..,_x '3. -.:, -;.; C i :ii`" :., v. �r.•N'"',., v _ .J' 1 :T'•y,YSi :G:<ca: :L4.y ., :.c ,.f: L `vC x:a;-, _ 9 - ,✓ L, 'i• { ti:'De '� Z:i SG,v n Y . '1. u C - 1 a4 - i:r%}ri',`.t +,._ 4' 7 _ N . P; _ fy. ``. ✓+ i^^' 3 i L r,--i': �E.�iP�;oO,.�„�:f bah: Glazing -bah, ground reflectance .`:t0.23, u-value 102.5 2,495 0 1,275 1,275 0.28, SHGC 0.22 bah: Glazing -bah, ground reflectance = 0.23, u-value 93.5 2,278 0 1,035 1,035 0.28, SHGC 0.22 bah: Glazing -bah, ground reflectance = 0.23, u-value 25 587 0 201 201 0,27, SHGC 0.24 bah: Glazing -bah, ground reflectance = 0.23, u-value 42 987 0 330 330 0.27, SHGC 0.23 bah: Glazing -bah, ground reflectance = 0.23, u-value 11.6 263 0 221 221 0.26, SHGC 0.24 bah: Glazing -bah, ground reflectance = 0.23, u-value 42 987 0 330 330 0.27, SHGC 0.23 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud 2895.6 16,371 0 2,504 2,504 cavity, no board insulation, siding finish, wood studs 15B0-15sf-8: Wall -Basement, , R-15 board insulation to 800 2,923 0 0 0 floor, no interior finish, 8' floor depth R-49-ad: Roof/Ceiling-Under Attic with Insulation on Attic 1263.4 2,199 0 1,213 1,213 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49, dark asphalt 21A-20-v: Floor -Basement, Concrete slab, any thickness, 1200 2,819 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 32,407 0 7,246 7,246 People: 5 1,150 1,500 2,650 Equipment: 400 1,200 1,600 Lighting: 0 0 0 Ductwork: 4,613 348 2,187 2,535 Infiltration: Winter CFM: 19, Summer CFM: 0 1,783 0 0 0 Ventilation: Winter CFM: 192, Summer CFM: 192 6,596 3,708 879 4,587 AED Excursion: 0 0 264 264 Total Building Load Totals: 45,399 5,606 13,276 18,881 {� �. SCR aS 'l .5:�� �•'..I :!' S: .'_'.-'y, ::3::: 5 - v.a, a `,,.. :. � ..,.. ,. ✓ ..ran<. . .. < ..�_ra• .v,...,:.in ..-.r Ge. Orr r-.a .. !�` ✓<' }7" L:..4 -.. ..�.,._ .,... :::, : .-'� 5i .. .L,'... .,:':,.%i::';4` �a f ,..s.--'' �. :, .,.. V: �`.;,-, 1'..; .,�,. r .•". �_-.: ...,rti.. 1 r ...� ., Total Building Supply CFM: 581 CFM Per Square ft.: 0,160 Square ft. of Room Area: 3,620 Square ft. Per Ton: 2,301 Volume (ft3) of Cond. Space: 33,656 A�.{{� { - ... a _ - .,- a_. - t , . ,i .. �v.,.. .,^ i-_ C ....,. , .... ^^Sr':•rYf-l�.c, - :•'.Y'^.. - "��..,. S d. `i - - ii�.�r'i ..v y.,...,. _v_ r-. ._.. -. ..rt�[n _ r .. . . _ ,.. 8:_. lY. .. ,✓ ... ,•c....v^�. . r ...,, .Y c .-� ,i I ,l`{i � �'S^gin fir! i �� ... _..... .... _ ..:_ , .. r .• � _ � . ., r... .r - Ya '?7 .,., .... ,i rT ., _ _ �+r .- n _ _ ,�_ ,.. .. n_ . _ ...... ....-. .... 's.-<:......_a ..tt:- 'SS.I. .m. - .'''.1s�=' - : ... -,_ n ., .c .r n a.. t. ..... -J ..v._.. .,. .,, -, -.. ...: >:,.:. ..J'-�wii:'>'n:.if.._.n.;' .�`. .>....r..✓...,..V..........>_...,,.:1:..,.r....._...�.._�.. :1..,..,''?Ca. -.,- c..,..-.... ..., .<_. -. .. .a7., v:1 '.4:a ,.1.[;�_ _:s:.. _ :.x•:. � �:a... ,. .:...,-...,.:\..:................_-.,yr,:...:...e�:;..,�w'...,:?:-:.n..,:.:.�i':;r:yb;c;...^-:r;.ss::;r:i;iz�..r..:',':et„�.:.r.::::.;s=: - '`^ ~}`?°r< J= f yt Total Heating Required Including Ventilation Air: 45,399 Btuh 45.399 MBH Total Sensible Gain: 13,276 Btuh 70 % Total Latent Gain: 5,606 Btuh 30 % Total Cooling Required Including Ventilation Air: 18,881 Btuh 1.57 Tons (Based On Sensible + Latent) ::. .. .,.vx:.:::� _. ..... :.A:.....,.•.F.�- .. .r-cam.. .,.._ ...... _ - J, z.. ..-:. _aut✓ _ v , .:, .,.- r_x. x. ..: :✓:: fit: ,._..:.:. _�:.je,:.,..: r � ..,,,.t;-,,:�,.>.tiro..t_vrz..-i�n�::�:�i:-:`:::�:"�'i 'i',++.`i:�:. 7'y� -: .1., „ _ _ .. ... .. ,. ..v.r5 .. ...61�..ria>::;�v:.':vs^��::,vr :n. c..:. c,.,....i,:.n....:/' p:l:� "... -: .... tea.:., � -s- ,,_. :r -, .: _.-r..o ..-...Sra .r ,: ,--. •,...[_........� ., .- - .,;.''-,,r:;-... -.-4„ c -„ -9 . - ... . �....- A... - �. i - .,. . -.. ...,,:...... o- -. .. .t .%r ., , A-..i,.n... r . Y �� t 9-1 ti r..", ,.++:.,. ..:c t;+ .,. :� .-i._ -.r, ,ram _: ;' s +.y .� ..F .. .. xi`i w �,., . _ . .. _ .. _ .i r, . _ ',s,._ .: ... _,.-l. _. t ., � .,. ,..cr.- _ _.xy� 3a; :,<', `. ..a 'T .w-ie...- sue.... Y2 r:'.y.. t i" _=i`v'' lb-•� �JJ. .:.C' 1 5:.1 v+� i t.,.. SnM1y .-� 1, Yt 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. 11badata\RedirectedFolders ...1NJJ The San Fran 2021 SW.rhv Friday, February 19, 2021, 3:27 PM System 1 Main Floor Summary Loads ac, bah: Glazing -bah, ground reflectance = 0.23, u-value 102.5 2,495 0.28, SHGC 0.22 bah: Glazing -bah, ground reflectance = 0.23, u-value 93.5 2,278 0 1,035 0.28, SHGC 0.22 bah: Glazing -bah, ground reflectance = 0.23, u-value 25 587 0 201 0.27, SHGC 0.24 bah: Glazing -bah, ground reflectance = 0.23, u-value 42 987 0 330 0.27, SHGC 0,23 bah: Glazing -bah, ground reflectance = 0.23, u-value 11.6 263 0 221 221 0.26, SHGC 0.24 bah: Glazing -bah, ground reflectance = 0.23, u-value 42 987 0 330 330 0.27, SHGC 0.23 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2895.6 16,371 0 2,504 2,504 cavity, no board insulation, siding finish, wood studs 15B0-15sf-8: Wall -Basement, , R-15 board insulation to 800 2,923 0 0 0 floor, no interior finish, 8' floor depth R-49-ad: Roof/Ceiling-Under Attic with Insulation on Attic 1263.4 2,199 0 1,213 1,213 Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49, dark asphalt 21A-20-v: Floor -Basement, Concrete slab, any thickness, 1200 2,819 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 19, Summer CFM: 0 Ventilation: Winter CFM: 192, Summer CFM: 192 AED Excursion: System 1 Main Floor Load Totals: 5 0 32,407 4,613 1,783 6,596 0 1,035 201 330 0 7,246 7,246 1,150 1,500 2,650 400 1,200 1,600 0 0 348 2,187 2,535 0 0 0 3,708 879 4,587 0 264 264 45,399 5,606 13,276 18,881 Supply CFM: 581 CFM Per Square ft.: Square ft. of Room Area: 3,620 Square ft. Per Ton: Volume (ft3) of Cond. Space: 33,656 €✓ y ar �r'a ai.r Sri .v- 0.160 2,301 ys., �f � c v .,<.; )y -:; .i•1?✓ .N". .>ui-: '; 75.}�.:� 2. 4 . '� ,ti :M :1. Ci ^.-e?'?5. -n::9 'L.4:..:1.5,;:. 1•� P " f '1' > Y ..� c r i.,,,.,� . ,.C.. . ,{Y �%. r`h _ i,. :i;kc L kY a G+.�Y .vx _ .3= I-:.. �.-+�. � .'g-r V�� 4 V' �=Ja ��>: tea..:....... Y ��. s• > � �..+'.^ ...h a-i` }, ., .Y,�: X L-j.- s,i`1 R .7 - "-:.:Sw'A''r`k."l' sL"�'- £` Y :.y t:.h:.-S- :>`.. .. _ �1� r.'..... ....ar'�.<:rn..r ...a.i. w : . f't= <.._ ,r. .:0.� - ...�� J'� .. h .::, . _fix'+.. `-'>,C :: �:p.. _ .vd v. �: �.,: �''•%:: ^M}: V. ..,n-.-3d:.:.. :.Eli. t , � .. rt. � .:5. .<_...:�al.�^::.,i, _:x:e3:+r'C�..�_:cr...1,.... c)%:""' Y;..r. �J:`_..f - .cr. .. .,F-.`.r�.s_� .>r"�:_"•`;5�%. ' �.;. ,''m.r •„�. _�7+;•':. 'ti,:.� ."�? - `yrl� e:h-, - .:i ,. ..., _..:...........,...,.. ._ .'j' .5;r :xn>e.: �e .4Fr,.x�. `a_. x�._ �:an�.. N*.'£x%c_ a!>-=::�'..aa�.'E�..,.E,U;?a� - � .�'.�,�S�sj7:.G�*'�`.-.Y'... �,.�.y��.�.v �'l.:_ :.s_. _5 :"....�.`'>'�... ... a. .. 1`e ..'�.., �E': �:f�� Total Heating Required Including Ventilation Btuh 9..... r.�:. u...,:;, E`:y:r,tnFxyn Air: 45,399 45.399 MBH - - � �-3 Total Sensible Gain: 13,276 Btuh 70 % Total Latent Gain: 5,606 Btuh 30 % Total Cooling Required Including Ventilation Air: 18,881 Btuh 1.57 Tons (Based On Sensible + Latent) `.:: ...r.t �, :..'am z. t:.-. y ;:.�' .s.,e'wra:Je-.._r.. •,_.ei.,'.x9r..:s'.- _ _ - - - .. Awt " FN:. 4 , J _'�'�'.:�u :,o:'=n'.� :.z�,4�,.y,�. '� .y 3 '� .; Rhvac is an ACCA approved Manual J and Manual D computer program. V a``' 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. 11badata\RedirectedFolders ...1NJJ The San Fran 2021 SW.rhv Friday, February 19, 2021, 3:27 PM I`,' LfghtC6 | | System // Zone / Su/T///a/y Loads (Peak Load Procedure for bah: (3lazng'boh.ground reflectance =O.23.u-value 48 1.170 O 032 882 0.28. 0HGCO.22 bah: Glaz|ng-bmh.ground reflectance =O.23.u-vo|ue 25 587 0 201 201 0.27. 8HGCO.24 bah: G|mzing-bah.ground reflectance =O.23.u-vm|ue 42 887 O 330 330 0.27. BHGCO.22 hbt:Door-hbt 20.4 288 O 73 73 hbt:Doophbt 18 232 O 64 04 12F-0aw: VVaU-Fnymo. R_21 insulation in 2 x8stud 1334.4 7'548 U cavity.noboard insulation, siding. finish, wood studs 1'158 1'153 Subtotals for structure, 11'275 O 3.298 3.298 People: O O O U Equipment: O 1.200 1.200 Lighting: O O O Ductwork: 1.833 D 852 852 Infiltration: Winter CFW4:S`Summer C}FN1:O 828 O O O System 1.Zone 1Load Totals: 13.736 D 5.452 5,452 2,546 Square ft. of Room Area: 1,157 Square ft. Per Ton: Volume (W) of Cond. Space: 12,149 Total Cooling Required: 5,452 Btuh 0.45 Tons (Based C)nSensible +Latent) IL System Zone 2 Summary Loads (Peak Load Procedure for Rooms) bah: Glazng-bah.ground reflectance =<l23.u'vaue 0.28. SHGOD.22 bah: Glazing -bah, ground reflectance =0.23'u've/uo 0.28. 8HGCD.24 12F'0mm: VVoU'Fmonne' R'21 insulation in x8stud mavity, no board insulation, siding -fin|ah.wood studs R-48+ad: Ruof/CeUing-UnderAttic with Insulation onAttic Floor (also use for Knee Walls and Partition Cei|ingm).Custom, R'4S'dark asphalt Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 7, SummorCFM: O System 1,Zone 2Load Totals: 45.5 11.0 1108.2 1263.4 5 O 1.188 203 8'285 2.199 10.881 1.572 665 13.228 O O O O O 1.150 400 O 0 1'550 403 221 059 1.213 4.324 1.500 O O 1'103 O 7.000 403 221 959 1.213 4'324 2.850 400 O 1,108 0 8.810 . Rhvac ,Residential $k L1 htCommercia HVA Loads Elite Software Devela m {',Burnsville Li eatingY e �r ;Bu.rnsville,; l# [- 37 a ` Page'1�� ( System 1, Zone 3 Summary Loads {Peak Load Procedure for Rooms i ur _.....♦1.y. bah: Glazing -bah, ground reflectance = 0.23, u-value 35 852 0 274 274 0.28, SHGC 0.22 bah: Glazing -bah, ground reflectance = 0.23, u-value 42 987 0 330 330 0.27, SHGC 0.23 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud 453 2,560 0 392 392 cavity, no board insulation, siding finish, wood studs 15B0-15sf-8: Wall -Basement, , R-15 board insulation to 800 2,923 0 0 0 floor, no interior finish, 8' floor depth 21A-20-v: Floor -Basement, Concrete slab, any thickness, 1200 2,819 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 20' wide Subtotals for structure: 10,141 0 1,228 1,228 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,407 0 232 232 Infiltration: Winter CFM: 3, Summer CFM: 0 290 0 0 0 System 1, Zone 3 Load Totals: 11,838 0 1,489 1,489 i� 'i. a+e . t v .J... ,.- a , ,. ..,- J, _ ... ..,u .... {J!- .., ., r .. ,-. .r ,-f. s. .V. _ t .,, _. �l .. G.. - �e -�..J {[ Cf v'. - -d' . ,V" f. sl"n.�' - r ' -,=t�7'„•; v, -u by -. � , f.. - 5''..� �, 3i ,'\"`, rT , ,.' nn •.v:,P s:.` -41/M`"r: -a.-`U. S .,v t: 6 ...5' :'Fi, y" �+,� _ .,. n.Y... . rS� - as 4110111160k, k<.. ,.., .-,.�1'::�� ., � C�. ^:v'.�.. < i v. rZ' .`f:, a`, 5 _th a.,r�f,r � n rM ' Z:: .r,,=-u.�:r?>::'e,..r',., _' ..�, •,, .-r .:� . .-. .r r< ._ :{-,i'�- . , ... �,T .: y'+C.< , . r 7 . _.z k .. .,..,, .. ,... ..., z'w ,.. —. x � �;,!'?:�` `,wry w{ s% '`F Supply CFM: 70 CFM Per Square ft.: 0.058 Square ft. of Room Area: 1,200 Square ft. Per Ton: 9,674 Volume (ft3) of Cond. Space: 11,400 ��r�_ � r __^i:s. 3 ..+af_'-v't'!9,; ,.. 1<=,.=. ../:,sf, c. .L•G-i. Ay'� y.�..; 1.Sv-ri4,G5 "✓ "� "'tl'�a da. � _ ..�. _ _:� � _ � .t 2 .,ifi^.'+, ': pe,., r''1:!.^i:J-' s._i: r':o°" .�'-' /J� „N.->�..�'�'. , n- � .... : ,. . ., .. .. , . 3 ai'>�`�{ ._ ,,., , a�-,- .y, .1:. .� r.. ��:7a.'. - t-.��''s '�wua;u;a;�,��1u,:t...c'Ft'.�,a�,':t��x.x�:, fa ,...-�'��.n��sM.2�`-S� Total Heating Required: 11,838 Btuh 11.838rMBH Total Sensible Gain: 1,489 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 1,489 Btuh 0.12 Tons (Based On Sensible + Latent) lit a:...... LL., ...,. i�a`sev:... _„:li _ ,.. - - , at, r a ..6 .... ,... , . ... .,. ,.. .y^..:.. _ ,a. u %ham _-J . p n, _ S.. 3�. _ ..>._ .,._ .-„ zr ... _ . Nk .,..., .,. ."'t.. ., � , _ ., ...�". �... _... .#. :"{z: ,:«'x.-ems yr': ..e. �.1..�,.•% Y,R..f. J' `<_ .. 3 . , it . - . �'- .a,.�,.,2«;;r.:',rw:r i. 1: ::+cjjit. `%g� " ,1=;"r '^2,_ ,,.;,+.<a• ..s7-'+-r. �hr. .,,aaa,x:. .. "=s"r. rS'- -...`u-mac^. .A- �c f'.fi .� . -''y,; ;uar'.s. J. 3 ar ....� - ,?, Ycl. J . Yt c + Yes-!§.c.r' -��'.? i A �.f,� .:.Jl:...�.,�, ti.. �`'� :.. +�i:. ,.,:,..ice .,...rr..+..i A.r, crx ,. .-`•.'^+...1M. ,... ,+ , ar .# .. �' ....:,�'f„,,,, �.. ...,., r� v r.�.� '�,,�-�' +J y". ^e ''z+!::x rya, ,�, ...�. ,w 4, � ^' _ .r:�. �, _ � r c s. �sr_-�, ...°+i ::� ,... :::a ... ;.. .: 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. \\badata\RedirectedFolders ...\NJJ The San Fran 2021 SW.rhv Friday, February 19, 2021, 3:27 PM `_-~~_~~_~_.__�---~ D eDa iled R o om L o a ds- R o o m 17_ /P-"- -e-a'- - -k , Calculation Mode: Htg.@dQ. Room Length: 30.0 ft. Room Width: 400 ft. Area: Ceiling Height: Number ofRegisters: Runout Air: RunoutDuct Size: RunmutAir Velocity: Runout Air Velocity: Actual Loss: ° 1,2000 oqjt 8.5 ft. 11.400.0 nu.fL 1 70 CRN 5 in. 511 ft./min. 511 ft./min. 0.210 hzmg./100 ft. Occurrences, System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. C|g: Actual Winter Vent: Percent of0uppiy.: Actual Summer Vant: Percent ofSupply: Actual Winter |nfiL Actual Summer Infil.: 1 3 70 OFM 0.4 A[/hr O CRN 59 CFK8 84 96 20 CFyN 28 96 3 CFK8 O CFK8 _ /m`m./"�co~.xnv" .,-=,.�,'""" `"^u 1-+.5 uuo0 m./ 1.374 (lS O 210 8-VVmll-15BD- 5mf-840X8 320 0.042 3.7 1.108 0.0 O O E-VVa|l-16BO-15sf-83OX8 240 0.042 8.7 877 0.0 O O VV-VVaU-15BO'15mf-83O}C8 240 0.042 8.7 877 0.0 D O N 'VVa|l-12F-Omw40){ 1.5 00 0.065 5.7 338 0.9 O 52 8~VVoU-12F'Omw4OX 1.5 80 0.065 5.7 338 0.9 O 52 E ^VVaU-12F'Osw30X 1.5 45 0.065 5.7 254 0.9 D 39 VV-VVaU'12F-Omw3O}{ 1.5 45 0.085 5.7 254 0.8 0 39 N-G|a-bahahgc-O.22O96S(2) 35 0.280 24.4 052 10.7 O 370 N-G|a-bahshQo-U.23O96G 42 0.270 23.5 887 11.0 O 480 Subtotals for 8tru�t= nz 10.141 �-----O -------1�28 -- .~ |n�LVNn.: 3.1. Sum.: 0.0 830 0.547 2 � 0.000 O O Ductwork: 1'4O7 232 AEO Excursion: .. �oomTotakz 11888 U - '---' Foldena..\NJJThe San Fran 2O210VVrhv Fridoy, February 1S.2U21.3:27P[N rgvi System 1 Room Load Summary ---Zone 1 Foyer 149 1,379 18 1-3 349 366 0 17 17 2 Study 120 1,945 26 1-4 333 619 0 29 29 3 Great Room 320 3,592 48 1-5 309 898 0 42 42 4 Dining 160 1,590 21 1-3 547 573 0 27 27 5 Kitchen 192 1,775 24 1-5 628 1,827 0 86 86 6 Mud Room 108 2,657 36 1-4 564 1,050 0 49 49 7 Powder Room 108 798 11 1-2 255 119 0 6 6 Zone 1 subtotal 1,157 13,736 184 5,452 0 255 255 ---Zone 2--- 8 Bedroom 2 158 2,103 28 1-5 545 1,587 230 74 74 9 Wic 36 747 10 1-2 305 142 0 7 7 10 Bedroom 3 192 1,988 27 1-4 515 960 230 45 45 11 Bath 1 78 470 6 1-2 297 138 0 6 6 12 Stairs . 112 724 10 1-2 731 341 0 16 16 13 Laundry 93 813 11 1-3 413 433 400 20 20 14 Master Bedroom 230 2,803 38 1-6 478 2,005 460 94 94 15 Master Bath 190 2,056 28 1-3 552 578 0 27 27 16 Bedroom 4 174 1,524 20 1-4 471 876 230 41 41 Zone 2 subtotal 1,263 13,229 177 7,060 1,550 331 331 ---Zone 3--- 17 Basement 1,200 11,838 158 1-5 511......_.....1,489......................0.... 70 70 Zone 3 subtotal 1,200 11,838 1581,489 0 70 70 ....................................................................... Ventilation 6,596 879 3,708 Duct Latent 348 System 1 total 3,620 45,399 519 13,276 5,606 581 581 System 1 Main Trunk Size: 9x13 in. Velocity: 715 ft./min Loss per 100 ft.: 0.103 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure + Excursion" method. .p :�em �clt�ima .!��i.. .-:Y � .«W"'�'_ ='?: -sN w.,..�.`z �'�"•: r` .��-' ,t[�F.x ;.. .} 1� •.c .: "`?.�d_^''_.S'• ,s.i :.. ,-. .., �..<.......... ....f Rom..... _,,.�•r,�,�:�,-... �,e >yy `� � _. r�....-£�-, r,4. _ .:a.;C,��w...-w�-��; �3K•r ,r�'�Y ,.=:.�'„r1LL5.�ta ,"". J�.\:r"_,y. `--„ �'r�^ `�-� y �. ,_ ,. .. ..c..;:.,....,. .. e/La nv-IiF:'fl"-VG:ti Rh._t V:t..e �'.�F"_2..... .t_•'_2•.r.-....... _ �'_.S_ tf .�. ..;Y"^T Lis^{TJ.n• _ .a ..._ "�3�., j"j� ru"5 + k,,9 7�a-i,_�F-;r"'.�•j� -��i°9,>' ykw� ys; ,', � .{'iL.GSet-2��?+;la:i':'�vc�n�.`}.�s�'S�I`u''a-.'�a Net Required: Aiagwaiases 1.57 70% / 30% 13,276 5,606 18,881 \\badata\RedirectedFolders ...\NJJ The San Fran 2021 SW.rhv Friday, February 19, 2021, 3:27 PM City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy /--7/ EAGAN INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Summerbrooke Lot Number Address Builder 26 Block Number 1 762 Summerbrooke Court Eternity Homes Phone Number: 651-460-3043 Contact: Ann Hamman Tree Protection Requirements: Replacement Trees: Attachments: Additional Notes: Tree Protection Fencing to be Installed on Site (Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall Installed, No Additional Protection required Other: Not Required: As Follows: Two (2) Category A trees (>=4.0" caliper deciduous trees). Per approved Tree Mitigation Plan two Hackberry trees to be installed in front yard following construction. Yes No (Refer to attached g�uPn L)'dJQRESTRY DIVISION REVIEWED BY hpAM—s DATE g. dMIsZ td- - S0018'20"W ID xx u (925. ^ X II k o 5 ncl Stakes gone 928.46 benchmark !doe ^ x,.., woe- 54 I a j1.00e. II (931.0) xx 61 X 6 '031.6) g enc 9932.12 mark 2 r ° �' x x 26' R s ontsiiiimmwnnmumeimu melunii i / °x Garage ro m M 10 1i ✓ 4 �- X (927.5) x 70.00 1 w ? E i I5 e I • " 9 I N Stokes aone 924.42 x I benchmark 10�08 •{925.0)e m (927.5) S 1 r- J x 1 9 xi (928.0) s too 4 (923.0) 1 I 0 0 0 1 1 I Ia sato porch 5 6/05:0rteororyo efiiStrunelb Lot area - 10500 SF House area - 1884 SF Porch area = 113 SF Sidewalk area = 87 SF Driveway area = 743 SF Total Impervious Area = 3357 SF Impervious Coverage = 32.08 Construction Note, 1. Install rock construction entrance. 2 Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0% 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. x I 03 y__--21 L.-_ ____ --r 1008 924.76 benchmark 1 t lmsese1111nnnlllnllnll,llltlkkf,snnllllnlll N Inf 11ff e�� 1° I Nem 934.9 be. 928 1 General Notes: 1. Grading plan by Pioneer Engineering lost doted 8-22-18 was used to determine proposed elevations shown herein. 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 on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat 6. Bearings shown are based on an assumed datum. PI?NEERengi> PA 2422 Fn Dr ve .Moodosl licighcx MN 55120 Ph.:(651)681-1914 Fax: (651)681-9488 www.poneerelg.com !Project N 1211040001Folder e: 7898 Drava b: SDA,1 Pioneer Engineering 8 6w..(926.4) Drainage easement utility 8N89°57'00"W 70.00 xDIFFLEY=ROAD 1Y Denotes proposed fence • Denotes Iron pipe 1.611 Denotes service Denotes television box • Denotes electric box ( Denotes telephone box X 0DD.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flaw direction • Denotes spike sunnsnns Denotes retaining wail designed and built by others. 5 «(938.4) "- R Lowest opening elevation per grading plan :928.0 Lowest floor elevation per grading plan :920.0 S00°18'20"W House elevations (Proposed) / As -built Lowest Floor Elevation :(921.0) / Top 0f Foundation Elev. :(928.7) / Garage Slab Elev. 0 Door :e(926.9)e / Drop 1.4 ff. We hereby certify to Eternity Homes that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, doted 10/15/18. By: Peter J. Hawkinson, professional Land Surveyor Minnesota License No. 42299 enrol-phawkinsonepioneereng.com Signed: yfxio88er Engineering. P.A. 0' 10 20' Scale: 1" = 20' Benchmark: Top Nut Hydront Lots 22-23 Block 1 Elevation = 935.13 Revision,. IJ 10-141s Sake hou,e 2.) 422-21 New House 3.) 05-17-21 Stake house Lot 26, Block 1. SUMMERBROOKE according to the recorded plat thereof Dakota County, Minnesota Address: 762 Summerbrooke Court, Eagan, Minnesota House Model: San Fron Loft Elevation: Buyer: Certificate of Survey for: Eternity Homes 425 3rd Street Farmington, MN 55024 (651)460-3043 ft TREE PRESERVATION PLAN REVIEW - INDIVIDUAL LOT Date Building Permit Application Received 8/2/2021 Development Summerbrooke Site Address 762 Summerbrooke Ct Lot 26 Block 1 Builder Eternity Homes Contact Ann Hamman Telephone 651-460-3043 E-mail draftingeternityhomesllc@gmail.com Property/Lot Owner Name - Telephone - E-mail - Office Plan Review — Date 8/2/2021 Notes This permit was previously issued 11-26-18. The re -issuance of this permit includes a carryover mitigation requirement of Two mitigation trees to be planted in the front yard area post construction. Per the approved mitigation plan the trees are identified as (2) Hackberry trees (see attached planting plan) Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq. ft sq. ft Total Significant Trees Woodland To Be Removed sq. ft sq. ft Trees To Be Removed Allowable Woodland Removal (20%) sq. ft sq. ft Allowable Tree Removal (20%) Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan - Category A Category B Category C Revised Plan - Category A Category B Category C Site Inspection — Date 8/3/2021 Notes five (5) Mitigation trees were installed in 2018: including five (5) Black Hills Spruce. Previously planted mitigation trees are protected via retaining wall, no additional tree protection is required. OK to proceed G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Original Tree Preservation Plan Approved — Date 11/21/2018 By GH Forwarded to Inspections — Date 8/3/2021 By AS Discussion/Meetings with Builder/Owner - Notes Revised Tree Preservation Plan Approved — Date By Forwarded to Inspections — Date By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Was the approved Tree Preservation Plan followed? YES (or) NO If no, was additional mitigation required? YES (or) NO (If yes, describe additional mitigation below) Final Site Inspection — Date Notes Additional Notes and/or aerial photo image (insert aerial image or draw map of site) G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx MITIGATION PLANTING PLAN UMMER8;R oh Five (5) Spruce Installed 2018 PLANTING SCHEDULE KEY COMMON NAME/SCIENTIFIC NAME OVERSTORY TREES E) AUTUMN BLAZE MAPLE/ACER X FREEMANII 0 HACKBERRY/CELTIS OCCIDENTALIS SENTRY UNDEN/11LIA AMERICANA 'SENTRY At Ind, RED OAK/QUERCUS RUBRA j RIVER BIRCH/BETULA NIGRA _ir. SWAMP WHITE OAK/QUERCUS BICOLOR EVERGREEN TREES V WHITE PINE/PINUS STROBUS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA (0 • Q o z O ❑ O ❑ O ❑ 0 ❑ O ❑ O ❑ O ❑ 0 ❑ O ❑ 0 ❑ ❑❑❑❑❑❑❑❑❑❑❑❑ Add/Change PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lot 26, Block 1, Summerbrooke76? /7/97 mm_c-izb, 04-, DATE OF SURVEY: 10/15/18 LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing 0 ❑ ❑ • Property corners 0 0 ❑ • Top of curb at the driveway and property line extensions 0 0 0 • Elevations of any existing adjacent homes El 0 00 • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ O ❑ ❑ ❑✓ ❑ ❑ Yes ❑ 0❑ ❑0❑ ❑ ❑✓ ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ 0 ❑ No No Proposed • Garage floor • Basement floor • Lowest exposed elevation (walkout/window) • Property corners • Front and rear of home at the foundation • PRV Required PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/VVetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS ❑✓ 0 ❑ • Lot lines/Bearings & dimensions ❑✓ 0 0 • Right-of-way and street width (to back of curb) ❑✓ 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑✓ 0 0 • Show all easements of record and any City utilities within those easements 0 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures 0 0 ❑ • Retaining wall requirements: Reviewed By: Dave Westermayer Date 8/17/21 G:/1 Engineering/Forms/Cert. of Survey Checklist Fiilable 03-16-2021 -76 -2 Gatrvitekkgwre / 7/6 ` 7 3:1 Maximum Slopes or ` . '. knlnog Wall Wii Be wired _41 1' I I I , SUMMERBROOKE COURT o tV L )C PERIMETER S00°18'20"W • M t ---1111011111 Stakes gone L x a Lri (925.4) 928.46 benchmark (931.0) X N X a -r r I I --I T x L----J MNi (931.0) 932.12 benchmark L �.1 x 0) X a7 cn N • n M cn 0, O X Lo a x a 1 0 Lc) i111111�11111111111111111111IIIIIIIIJ1111 L!V 333I i bw=(928.7)\�\\i+�flIIS co5 �% \\ /b�`�% EI/Drj'°r\ N Cog t'?° Lot area = 10500 SF House area = 1884 SF Porch area = 113 SF Sidewalk area = 87 SF Driveway area = 743 SF Total Impervious Area = 3357 SF Impervious Coverage = 32.0% Y)jtYVC i)1'\ n o k 0 • Drainage and utility �lk • easement per plat 0 5 X N a 0 U) x N89°41'40"W '°°12.33 0)). ep TO- - - I----° x -(928.(3) m cm N m N X (927.5) t) (9 X' 1 a (928.0) 20.00 nX n porch x/19 83 u�T / rn n 0) X x X '0 to N m x v; o /1 /'� m T n N W 70.00 0 a a ,.23, 0) a - m a 3 a I = tr) N 10 J 08 27.5) 99 -3- to N a7 N m N) to X vi a a J N a X ri a rn a 1_ Stakes gone 924.42 benchmark *(925.0)* X N x n a 1 w 1 1 I (926.1) 924.76 benchmark x a a 1 of n o a O N b I 114111111111111119111111O111111111 III111111111111111 `1111 )41111111111 111111111111111111 ft 64 iw=(934.9) 7i17 \ tw=(933.4) bw=(926.4) X 5 01 m O (940.2)T, - a; 0) 0°)) 00) 1N89°57'00"W 70.00 x DIFFLEYX ROAD Denotes proposed fence • Denotes iron pipe Denotes service El Denotes television box • Denotes electric box E Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction Denotes spike Denotes retaining wall designed and built by others. A Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer Engineering last dated 8-22-18 was used to determine proposed elevations shown herein. 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 on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. PIZNEERneeng, P.A. CIVLLENGINEERS LANDPLANMRS LAND SURVEYORS LAVD.SC{PEARLTLLTLCnt 2422 Enterprise Drive Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.pioneereng.com Project # :121104000 Folder #: 7898 Drawn by: SDA By Date EAGAN ENGINEERING DEPT, We hereby certify to Eternity Homes that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 10/15/18. �(938.4) x 'o M 4117 x n Lowest opening elevation per grading plan :928.0 Lowest floor elevation per grading plan : 920.0 House elevations Lowest Top 0f Garage (Proposed) / As -built Floor Elevation :(921.0) / Foundation Elev. :(928.7) / ab Elev. ® Door :s(926.9)* / Drop 1.4 ft. a-- i-- S00°18'20"W BY: Signed: er Enq`ineering, P.A. eter J. Hawkinson, rofessional and Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 26, Block 1, SUMMERBROOKE according to the recorded plat thereof Dakota County, Minnesota Address: 762 Summerbrooke Court, Eagan, Minnesota House Model: San Fran Loft Elevation: Buyer: I 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 22-23 Block 1 Elevation = 935.13 Revisions: 1.) 10-16-18 Stake house 2.) 4-28-21 New House 3.) 05-17-21 Stake house Certificate of Survey for: Eternity Homes 425 3rd Street Farmington, MN 55024 (651) 460-3043 © Pioneer Engineering A 3830 PILOT KNOB ROAD! EAGAN, MN -181 WED (651) 675-5300 I waterres cityofeagan.com AUG 24 2021 Date: Site Address: L 0141t41 For Office Use ! �� Stormwater Management Permit #: / 7/ 7( Building Permit #: / / /67 I Escrow Deposit: Staff: STORMWATER MANAGEMENT PERMIT 762 Summerbrooke Ct Description of Project: New Residential Single Family Home 10500 total lot area Area of Land Being Disturbed: Start Date: Completion Date: Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application. Property Owner Name: Eternity Homes LLC Phone: 651-460-3043 Address/City/Zip: 425 3rd St / Farmington / 55024 Contact: Ann Hamman Email: draftingeternityhomesllc@gmail.com Applicant is: ✓ Owner I Contractor Name: Eternity Homes LLC License#: BC638704 Address: 425 3rd St City: Farmington State: MN Zip: 55024 Phone: 651-460-3043 Contact: Ann Hamman Email draftingeternityhomesllc@gmail.com Erosion and Sediment Control Performance Security The City requires an escrow deposit to secure performance of erosion and sediment control (ESC) requirements, including proper installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the stormwater management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and written notice of conformance by the City. The following escrow deposits include two (2) required City inspections, initial and final. Existing Single -Family Residential Lot (addition, demolition, pool, retaining wall, etc.) New Single -Family Construction Multi -Family or Commercial Construction (new, addition, demolition) "Maximum of $12,000 $1,000/lot $3,000/lot $5,000/acre* Erosion and Sediment Control Reinspection Fee (for as needed City reinspections after the two (2) included) $85/trip `t'3,000 Security Amount: ������J������������� �� .~.. .~~. .~~��.~~~~.~ . . REQU UUREME 1. Land Dhsturbenoe(cinadinQ) Plan (§4.34.E.sd ^ Delineation ofsubject property and all public and private easements, ^ Delineation ofanaa(a) to be graded or excavated, ^ Annotate location of existing and proposed buildings and impervious surfaces including quantities (sqft). ^ Identification of all significant natural features including wetland buffer zones, buffer setbacks, significant trees, steep slopes (3:1 slope or greater) within the property and waterbodiaa, abormwahar conveyance ortreatment features, or any other unique or sensitive natural features within 100ft of the property's boundaries, Identification ofonsitedrainage patterns using drainage arrows. Identification of existing and proposed grading using m maximum of2ft intervals within the property. The location and size of all existing and proposed sanitary sewer, storm sewer, or other utility services. 2. Storm Water Pollution Prevention Plan (SVVPPP)(§4.34.E.b) Delineation oflimits ofland-disturbing activities and construction, Location and types oftemporary erosion and sediment control devices including but not limited tosediment control perimeter devices, erosion control devioee, storm drain inlet probaot|on, rook construction entoanoee, dust control, tree protective fencing and other pollution prevention requirements set forth in city code §4.34 and MPCA's Construction Stormwater Permit if the project has an acre or greater of land disturbance. Location and types of permanent erosion control devices, including plant & seed list. Location of dirt or soil storage and other building mohsr|o| stockpile areas, ^ Provide name and contact information of individuals(s) responsible to manage pollution prevention practices. ^ Description of inspection schedule to be completed by the responsible party: o Every 7-daynofexposed soil areas, o Within 24-hounsofoy6inch rain event, o Every 30-days of areas that are stabilized but construction activity continues o Prior toresuming construction following enextended pause inactivity ^ Description of an erosion and sediment control maintenance schedule by the responsible party: o VV|thin24-houro` remove any sediment build-up on perimeter control devices exceeding 1/8 of the device height orstorage capacity. u Within 24-hours maintain or replace any non-fUnctioning pollution prevention devices or practices. o Within 24'houna remove any deposited sediment, debrio, or trash from adjacent pnopertiea, utraeto, or sidewalks following discovery, o Within 14-days after land disturbing activities have ceased, temporarily or permanently stabilize exposed soils. Permit Termination Conditions " If land disturbance is an acre or qreater, the permittee Must establish permanent vegetative coverage of all impacted area excluding paved areas or areas covered by permanent structures. Vegetative coverage must consist of a uniform perennial vegetation with o density of8O96 of the expected final growth. In addition, all temporary pollution prevention devices must be removed` and any remed|ation or restoration efforts must be completed prior tofinal inspection and release offinancial securities, " If land disturbance is less than an acre, the permittee must establish temporary erosion control coverage of all impacted area excluding paved areas or areas covered by permanent structures. N1PCA and PWnDOTapeo|fioationo must bemet dependent ofthe erosion control product used including application of temporary grass seed at an approved nstm. In odd|tion, adequate perimeter control devices must be installed downstream and any remed|stion or restoration efforts must be completed prior to a final inspection and release of financial securities. " All projects, If permanent atormvvatertreatment/ volume retention facility was required, the facilities must be inspected by Water Resource staff and must be determined to be in compliance with proposed specifications and all requirements identified in §4.34.F through §4.34.1 are met prior to final inspection and the release ofatonnwoter performance securities. 383OPILOT KNOB ROAD IEA8AN.MIN 55122 (651)875-53001 watenea(5-)citvofeaqan.00m If you have a hearing or speech disability, contact Lis through your preferred telecommunications relay service, e ieo5i0'It (.*_ / 7/ 7 a Erosion and Sediment control maintenance schedule: • -Within 24-hours, remove any sediment build-up on perimeter control devices exceeding 1/3 of the device height or storage capacity. • Within 24-hours maintain or replace any non-functioning pollution pre- vention devices or practices. • Within 24-hours remove any deposited sediment, debris, or trash from adjacent properties, streets, or sidewalks following discovery. • Within 14-days after land disturbing activities have ceased, temporarily or permanently stabilize exposed soils. Final Stabilization Plan: Apply Perennial Rye grass seed @ 9-10lbs/ 1,000 soft. Will stabilize with hydraulically applied mulch. M N S00 °18' 20"W • M X to 0 Stakes gone 1 L N > (925.4) 928.46 benchmark (931.0) X go X tO -r r -r X I I -J a m I I N L----J r) (931.0) 932.12 benchmark X 1) m L �.1 X co m ai N n o m ai DI m m x 03 m x N 0I m Erosion and sediment Control inspection schedule : • Every 7-days of exposed soil areas, • Within 24-hours of a'/z inch rain event, • Every 30-days of areas that are stabilized but construction activity continues • Prior to resuming construction following an extended pause Lot area = 10500 SF House area = 1884 SF Porch area = 113 SF Sidewalk area = 87 SF Driveway area = 743 SF Total Impervious Area = 3357 SF Impervious Coverage = 32.0% 0 M 0 n co N u� r` N X 0 n m 'co .4 SUMMERBROOKE COURT > > > > -7, N89°41'40"W Proposed House m w x 8' F.B. m n ri - as u2 X co �12.33 o ep P1,1.67 • k 10 08 x -(928.07 x w 0 NNi N X X (927.5) X x In e is x '///� N o 2 V N n a '.4 m 0 N Ileubu !IUl ulunuuupuIIuVthllumu1IIIIII11111; IIUuI II 70.00 O N N Stockpile/ material Storage area I 10)08 I--4 (927.5) Zji XN a, (928.0) N m m 4a M 1 N jw• =(934.9) 5 I bw=(928.7) jf 5 cA } 'i6�` 6 _ n a ,- o Drainage and utility %11;` easement per plat x x m x 0 m 0 i a ri • O a W (923.0) O u7 0 r•) M N 0) co M u7 0 a) N m 0 O 0 1) x N m Stakes gone 924.42 benchmark *(925.0)* X n m L-I-X'-1 r r gii SPc( 840-1, Cuzve.o.-cam SLoeL L c Deo Soil c)YI-5ijr'G N 0) 1 4 I I I �mJ (926.1) 924.76 benchmark X 0) rn L / 0 n 0 N N Xuumulk ImummIIMI tw=(933.4) bw=(926.4) n m (940.2) Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. • 46, co a -. M n r) m mN 89 °57'00"W 70.00 DI FFLEYx ROAD Denotes proposed fence Denotes iron pipe Denotes service �0 Denotes television box ▪ Denotes electric box Q Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike m mmmmmm n Denotes retaining wall designed and built by others. General Notes: 1. Grading plan by Pioneer Engineering last dated 8-22-18 was used to determine proposed elevations shown herein. 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 on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. PItNEERneenng, p R IN CfVENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCnRE 2422 Enterprise Drive Ph. : (651) 681-1914 Mendota Heights, MN 55120 Project # :121104000 © Pioneer Engineering 1mCTS Folder #: 7898 Drawn by: SDA Fax: (651) 681-9488 www.pioneereng.co N (938.4) m m m x m m x m Lowest opening elevation per grading plan :928.0 Lowest floor elevation per grading plan : 920.0 House elevations (Proposed) / As -built Lowest Top 0f Garage Floor Elevation :(921.0) / Foundation Elev. :(928,7) / Slab Elev. ® Door :*(926.9)* / Drop 1.4 We hereby certify to Eternity Homes that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 10/15/18. Signed: BY: neering, P.A. Peter J. Hawkinson, Edrofessional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com Lot 26, Block 1, SUMMERBROOKE according to the recorded plat thereof Dakota County, Minnesota Address: 762 Summerbrooke Court, Eagan, Minnesota House Model: San Fran Loft Elevation: Buyer: N d- a. Si`r Fine. C bi L Grave/ ft. 0' 10 20' ( Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 22-23 Block 1 Elevation = 935.13 Revisions: 1.) 10-16-18 Stake house 2.) 4-28-21 New House 3.) 05-17-21 Stake house Certificate of Survey for: Eternity Homes 425 3rd Street Farmington, MN 55024 (651) 460-3043 L. PERMIT City of Eagan Permit Type:Building Permit Number:EA174968 Date Issued:03/03/2022 Permit Category:ePermit Site Address: 762 Summerbrooke Ct Lot:26 Block: 1 Addition: Summerbrooke PID:10-72950-01-260 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Eternity Homes Llc 425 Third St Farmington MN 55024 Glowing Hearth And Home Llc 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature