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4919 Parkside Cir k V I~ T r Use BLUE or BLACK Ink- J -------------m j For Office Use I Permit ' C '1 1 0 I City of EaV ~I Permit Fee: C1~ I I I 3830 Pilot Knob Road I I I Date Received: Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 S1\ ~ 10'73 9-1-1 i Staff------------- AL BUILDING PERMIT APPLICATION ~ 2012 RESIDENTI \ti lr Date: 121 Z Site Address: Unit Name: -aodl Allld'erwiq Thi~KPhone: 96'~ S9q-0 2,30 RESIDENTI OWNER Address / City / Zip: , / ~`f' 67,5fJ -crime bwiy e, 12-0 Enq&p i L Applicant is: Owner ✓ Contractor L,6>) 7, T_V Pi -1 A" r t ~ ~ n t Yl G1 ~e. ~G~.i11 / ~ U TYPE OF WORK Description of work:? Construction Cost: Multi-Family Building: (Yes / No Company: PiwGf 1 Sri' \dtr_60l/1 ro S Contact: "alb a)1 ee- -P-r Address: City: <c~ t '`555 art r~ Vt° CONTRACTOR State: Phone: od 1`3 - ! 5 oZ{~ 0 l ~ License 0 J f/°C Lead Certificate t~ 1^ WOW ! 11- 0 0(05~~ If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Lb 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 tNo If yes, dates and address of master plan: Licensed Plumber: Norfh Y1 ei/ p1 ! (YYl b (n C, Phone: Mechanical Contractor: T) MY-5 Phone: Sewer & Water Contractor: 0 W 5 C;)(c va ' `n Phone: /,p 1 a-,,119 ~(11 0 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. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 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 Avn6.nda.Whe2etpv- x Applicant's Printed Name icant's Signature i Page 1 of 3 f DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) Storm Damage Single Family _ Garage _ Porch (4-Season) Exterior Alteration (Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of _ Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES ~C New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width t REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES / _ r= r y Y1~.,r Base Fee l/~ l Surcharge (23 ~2 5, Plan Review mMCES SAC City SAC Utility Connection Charge 467 Y,O ,2, S&W Permit & Surcharge 1 Treatment Plant i 7( Copies 1~ } 000 0'. TOTAL 7;j J Page 2 of 3 e Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted i • the building. The certificate shall be completed by the builder and shall list information and values of } i Z7 M ' E , 5 - components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit City 4919 Parkside Circle Eagan Name of Residential Contractor NIN License Number Brandl Anderson Homes BC604388 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) o ~ N C Active (With fan and monometer or ~ other system monitoring device) ' N V C "o _C Y G N 'C 7 Q U y b s: ~ O Qa r~ O c v o w " o Insulation Location Z U p ~ w Y 0 v ti o w w ° ° z a a Other Please Describe Here Below Entire Slab X Foundation Wall 10 X interior Perimeter of Slab on Grade X Rim Joist (Foundation) 10 X Interior Rim Joist (lst Floor) 10 X Interior Wall 19 & 5 X X r--~7hwy, ' Ceiling, flat 44 X Ceiling, vaulted 44 X Bay Windows or cantilevered areas 38 X Bonus room over garage 38 X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.30 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.20 X 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 Gas R-41 OA Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SA4808OS17 43VP50E2 CA13030 Describe: Input in 80,000 Capacity in 50 Output in 2.5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 56,650 Heat 16,244 Location of duct or system: Structure's Calculated Gain: AFUE or 92% SEER: 13 HSPF% Calculated 20,919 Efficient cooling load: Cfn''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 Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Tvpe X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: x Continuous exhausting fan(s) rated capacity in cfms: 110 Basement Location of fan(s), describe: Main Bath Cfm's _7 Capacity continuous ventilation rate in cfms: 110 6" " round duct OR Flex Total ventilation (intermittent + continuous) rate in cfms: 190 "metal duct Created by BAM version 052009 4919 Parkridge Circle HVAC Load Calculations for Brandl Anderson Homes i i i i RF~SID~N"t'IAL RHVACHVAC LOADS Prepared By: Alan Dobson Burnsville Heating & A/C Inc. 3451 w Burnsville Pkwy, Suite 120 Burnsville,MN 55337 952-894-0005 Monday, January 21, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.', r Burnsville Heating & A/C Inc 4919 Parkridge Circle Burnsville, MN 55337 Pale 2 ; 3 - ProLect Report - General Protect Information _ Project Title: 4919 P- - -e Circle Designed By: Alan Dobson Project Date: Wednesday, November 28, 2012 Project Comment: Client Name: Brandl Anderson Homes Company Name: Burnsville Heating & A/C Inc. Company Representative: Alan Dobson Company Address: 3451w Burnsville Pkwy, Suite 120 Company City: Bumsville,MN 55337 Company Phone: 952-894-0005 Company Fax: 952-894-0925 Company Comment: Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 50% 50% 75 35 Check Figures Total Building Supply CFM: 696 CFM Per Square ft.: 0.192 Square ft. of Room Area: 3,617 Square ft. Per Ton: 2,075 Volume (W) of Cond. Space: 33,547 Building Loads Total Heating Required Including Ventilation Air: 56,650 Btuh 56.650 MBH Total Sensible Gain: 16,244 Btuh 78 % Total Latent Gain: 4,676 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,919 Btuh 1.74 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. ASBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv Monday, January 21, 2013, 4:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 'j Burnsville Heating & A/C Inc 4919 Parkridge Circle ' Burnsville, MN 55337 - - Pa;e 3 Miscellaneous Report , System 1 Main Floor Outdoor Outdoor Outdoor Indoor _ Indoor T Grains' I put Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 73 500/6 50% 75 35.17 Duct Sizing Inputs _ Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 I 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 158 CFM 81 CFM Infiltration Actual: 0.286 AC/hr 0.000 AC/hr Above Grade Volume: X 25.613 Cu.ft. X 25.613 Cu.ft. 7,335 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 122 CFM 0 CFM Total Building Ventilation: 100 CFM 100 CFM i ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr (158 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr (81 CFM), Construction: Average Duct_Load Factor Scenados for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD j I 1 Supply Main Attic 16B 0.12 6 150 No 1 Return Main Attic 16B 0.24 6 56 No i i I I i l \\SB82011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv Monday, January 21, 2013, 4:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville Heating & A/C Inc 4919 Parksdde Circle Burnsville, MN 55337 Page 11 Total „Building Summary Loads Component _ - - - - Area ...Sen - Lat Sen Total Description - Ouan Loss Gain Gain Gain hbt: Glazing-hbt, ground refiectance = 0.23, u-value 0.3, 115.2 3,008 0 2,287 2,287 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 20 487 0 313 313 SHGC 0.23 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.27, 40.8 958 0 988 988 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 130.6 3,409 0 2,708 2,708 SHGC 0.22 ba: Glazing- ba, ground reflectance = 0.23, u-value 0.3, 18 470 0 476 476 SHGC 0.22 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 2679.3 12,123 0 1,490 1,490 cavity, R-5 board insulation, siding finish, wood studs 15BO-10sf-8: Wall-Basement, , R-10 board insulation to 943.4 4,495 0 106 106 floor, no interior finish, 8' floor depth 1560-10s3-4: Wall-Basement, , R-10 board insulation to 144 839 0 0 0 3', no interior finish, 4' floor depth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1319.8 2,527 0 1,394 1,394 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 19A-38p: Floor-Over enclosed unconditioned crawl 217.7 472 0 70 70 space, No insulation on exposed walls, sealed or vented space, passive, R-38 blanket 21A-32-v: Floor-Basement, Concrete slab, any thickness, 1144 1,991 0 0 0 2 or more feet below grade, no insulation below floor, vinyl covering, shortest side of floor slab is 32' wide ~ __.__.._.._A---__ Subtotals for structure: 31,277 0 9,969 9,969 People: 5 1,150 1,500 2,650 " Equipment: 800 1,200 2,000 Lighting: 0 0 0 Ductwork: 4,739 405 2,187 2,593 Infiltration: Winter CFM: 122, Summer CFM: 0 11,349 0 0 0 Ventilation Winter CFM: 100, Summer CFM 100 9,285 2,320 1,387 3,708 - Total Building Load Totals. 56,650 4,676 16,244 20,919 Check Figures Total Building Supply CFM: 696 CFM Per Square ft.: 0.192 Square ft. of Room Area: 3,617 Square ft. Per Ton: 2,075 Volume (W) of Cond. Space: 33,547 Building Loads Total Heating Required Including Ventilation Air: 56,650 Btuh 56.650 MBH Total Sensible Gain: 16,244 Btuh 78 % Total Latent Gain: 4,676 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,919 Btuh 1.74 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. ASBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv Monday, January 21, 2013, 4:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Burnsvilie Heating & A/C Inc 4919 Parkridge Circle _Burn24e, MN 55337 page 14 System 1 Main Floor Summary Loads - - omponent Area Son Lat Son Total Description Quan Loss Gain Gain Gain hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 115.2 3,008 0 2,287 2,287 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 20 487 0 313 313 ' SHGC 0.23 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.27, 40.8 958 0 988 988 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 130.6 3,409 0 2,708 2,708 SHGC 0.22 ba: Glazing- ba, ground reflectance = 0.23, u-value 0.3, 18 470 0 476 476 SHGC 0.22 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 2679.3 12,123 0 1,490 1,490 cavity, R-5 board insulation, siding finish, wood studs 15BO-10sf-8: Wall-Basement, , R-10 board insulation to 943.4 4,495 0 106 106 floor, no interior finish, 8' floor depth 15BO-10s3-4: Wall-Basement, , R-10 board insulation to 144 839 0 0 0 3', no interior finish, 4' floor depth 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1319.8 2,527 0 1,394 1,394 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt 19A-38p: Floor-Over enclosed unconditioned crawl 217.7 472 0 70 70 space, No insulation on exposed walls, sealed or vented space, passive, R-38 blanket 21A-32-v: Floor-Basement, Concrete slab, any thickness, 1144 1,991 0 0 0 2 or more feet below grade, no insulation below floor, vigil covering, shortest side of floor slab is 32' wide m_ Subtotals for structure: 31,277 0 9,969 9,969 People: 5 1,150 1,500 2,650 j Equipment: 800 1,200 2,000 Lighting: 0 0 0 Ductwork: 4,739 405 2,187 2,593 Infiltration: Winter CFM: 122, Summer CFM: 0 11,349 0 0 0 Ventilation Winter CFM: 100, Summer CFM: 100 9,285 2:320 1•.387 3,708 _ System 1 Main Floor Load Totals: 56,650 4,676 16,244 20,919 Check Figures Supply CFM: 696 CFM Per Square ft.: 0.192 Square ft. of Room Area: 3,617 Square ft. Per Ton: 2,075 Volume (W) of Cond. Space: 33,547 System Loads Total Heating Required Including Ventilation Air 56,650 Btuh 56.650 MBH Total Sensible Gain: 16,244 Btuh 78 % Total Latent Gain: 4,676 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,919 Btuh 1.74 Tons (Based On Sensible + Latent) Notes - - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i ASBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle. rhv Monday, January 21, 2013, 4:21 PM i Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Burnsville Heating & A/C Inc 4919 Parkridge Circle Burnsville MN 55337 Paqe 17 j ' System _ _ 1, Zone 1 _ _ _ _ _ Summary Loads _(Peak Load w Procedure e for Rooms_ _ _ _ _ _ Component Area Sen at Sen Total Description Quan Loss Gain Gain Gain' hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 95.2 2,486 0 2,014 2,014 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 12 292 0 96 96 SHGC 0.23 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.27, 40.8 958 0 988 988 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 9 235 0 238 238 SHGC 0.22 hbt: Door-hbt 20.4 266 0 73 73 hbt: Door-hbt 19 232 0 64 64 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1393.3 6,305 0 775 775 I cavity, R-5 board insulation, siding finish, wood studs n____ o Subtotals for structure: 10,774 0 4,841 4,841 People: 0 0 0 0 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 1,829 0 965 965 } Infiltration Winter CFM: 61, Summer CFM: 0 5,675 0 0 0 . System 1, Zone 1 Load Totals: 18,278 0 7,006 7,006 I Check Figures Supply CFM: 328 CFM Per Square ft.: 0.284 Square ft. of Room Area: 1,154 Square ft. Per Ton: 1,977 Volume (W) of Cond. Space: 12,120 Zone Loads Total Heating Required: 18,278 Btuh 18.278 MBH Total Sensible Gain: 7,006 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 7,006 Btuh 0.58 Tons (Based On Sensible + Latent) Notes - Rhvac is an AGGA 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. \\SBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv Monday, January 21, 2013, 4:21 PM Rhvac - Residenflal & Light Commercial HVAC Loads Elite Software Development, Inc. Burnsville HeaSng & A/C Inc 4919 Parkrid e Circle Burnsville, MN 55337 p e 18 System 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms) Component _ Area - -Sen Lat sen Total Description Guan Loss Gain Gain Galn' hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 85.6 2,234 0 2,180 _ 4180 SHGC 0.2 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.28, 8 195 0 217 217 SHGC 0.23 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 20 522 0 273 273 SHGC 0.22 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1124 5,085 0 625 625 cavity, R-5 board insulation, siding finish, wood studs 16B-44-ad: Roof/Ceiling-Under Attic with Insulation on 1319.8 2,527 0 1,394 1,394 f Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-44 insulation, dark asphalt j 19A-38p: Floor-Over enclosed unconditioned crawl 217.7 472 0 70 70 i space, No insulation on exposed walls, sealed or vented space, passive, R-38 blanket . - Subtotals for structure: 11,035 0 5,083 5,083 People: 5 1,150 1,500 2,650 Equipment: 800 0 800 Lighting: 0 0 0 g Ductwork: 1,718 0 1,051 1,051 i Infiltration Winter CFM: 48, Summer CFM 0 4,418 0 0 0 _ _ System 1, Zone 2 Load Totals: 17,171 1,950 7,634 9,584 Check_ FiNures Supply CFM: 358 GFM Per Square ft.: 0.271 Square ft. of Room Area: 1,319 Square ft. Per Ton: 1,651 Volume (W) of Cond. Space: 10,559 i Zone Loads _ Total Heating Required: 17,171 Btuh 17.171 MBH Total Sensible Gain: 7,634 Btuh 80 % " Total Latent Gain: 1,950 Btuh 20 % Total Cooling Required: 9,584 Btuh 0.80 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. ^ - - - - - - - - Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I i \\SBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv_ Monday, January 21, 2013,4:21 PM .f n Rhvac - Residential & Light Commercial HVAC Loaas Elite Software Development, Circle Burnsville Heating & A/C Inc 4919 Parkridge Circle Burnsville, MN 553,37 P e 19 System 1, Zone 3 Summary Loads (Peak Load Procedure for Rooms) Component Area Sen - - Lat Sen Total Descdption Cuan Loss Gain Gain Gain' I _ ba: Glazing- ba, ground reflectance = 0.23, u-value 0.3, 18 470 v _ 0 476 476 SHGC 0.22 hbt: Glazing-hbt, ground reflectance = 0.23, u-value 0.3, 36 940 0 290 290 SHGC 0.22 15BO-10sf-8: Wall-Basement, , R-10 board insulation to 943.4 4,495 0 106 106 floor, no interior finish, 8' floor depth 1560-10s3-4: Wall-Basement, , R-10 board insulation to 144 839 0 0 0 3', no interior finish, 4' floor depth 12E-5sw: Wall-Frame, R-19 insulation in 2 x 6 stud 162 733 0 90 90 cavity, R-5 board insulation, siding finish, wood studs 21A-32-v: Floor-Basement, Concrete slab, any thickness, 1144 1,991 0 0 0 2 or more feet below grade, no insulation below floor, vinyIcovering , shortest side of floor slab is 32' wide Subtotals for structure: 9,468 0 1,075 1,075 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,192 0 172 172 Infiltration: Winter CFM: 14, Summer CFM: 0 1,256 0 0 0 s-......_ _ . e , _ _ System 1, Zone 3 Load Totals: 11,916 0 1,247 1,247 - - - Check Figures Supply CFM: 58 CFM Per Square ft.: 0.051 Square ft. of Room Area: 1,144 Square ft. Per Ton: 11,012 Volume (ft3) of Cond. Space: 10,868 Zone Loads Total Heating Required. 11,916 Btuh 11.916 MBH Total Sensible Gain: 1,247 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 1,247 Btuh 0.10 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at I your design conditions. I I \\SBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle. rhv Monday, January 21, 2013, 4:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Burnsville Heating & A/C Inc 4919 Parkridge Circle j Burnsville, MN 55337 Paae 47 System 1 Room Load Summary Htg Min Run Run Clg C19 Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Foyer 125 2,550 34 1-2 705 328 0 15 15 2 Study 118 2,807 38 1-4 245 457 0 21 21 3 Stairs 152 888 12 1-2 137 64 0 3 3 4 Great Room 288 4,771 64 1-6 585 2,450 0 115 115 5 Dining 176 1,898 25 1-5 530 1,541 0 72 72 6 Kitchen 176 2,766 37 1-6 460 1,929 0 90 90 7 Mud Room 119 2,598 35 1-2 508 237 0 11 11 r_______________„______ _ _ . Zone 1 subtotal 1,154 18,278 245 7,006 0 328 328 ---Zone 2--- 8 Master Bedroom 270 3,424 46 1-5 546 1,589 460 74 74 9 Master Bath 167 1,280 17 1-3 400 419 0 20 20 10 Bedroom 2 182 2,809 38 1-4 591 1,101 230 52 52 11 W is 72 548 7 1-2 249 116 0 5 5 12 Bedroom 3 146 2,898 39 1-4 664 1,237 230 58 58 13 Bath 1 71 756 10 1-2 311 145 400 7 7 14 Laundry 179 1,790 24 1-4 511 952 400 45 45 15 Bedroom 4 153 2,979 40 1-6 463 1,941 230 91 91 16 Stairs 79 688 9 1-2 289 135 0 6 6 1 . _ _ _ Zone 2 subtotal 1,319 17,171 230 7,634 1,950 358 358 ' ---Zone 3--- 17 Basement 1,144 11,916 160 1-4 669 1,247 0 58 58 _ A„_ .z-------------------- Zone 3 subtotal 1,144 11,916 160 1,247 0 58 58 e._ _ -W---------------- Ventilation 9,285 1,387 2,320 Duct Latent 405 _ ~ - System 1 total 3,617 56,650 634 16,244 4,676 696 696 System 1 Main Trunk Size: 10x14 in. Velocity: 716 ft./min Loss per 100 ft.: 0.092 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. Cooling System Summa Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.74 78%/22% 16,244 4,676 20,919 I \\SBS2011\RedirectedFolders ...\Brandl Carleton 4919 Parkside Circle.rhv Monday, January 212013, 4:21 PM i 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 4919 Parkside Circle Date Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including 3617 Total required ventilation 155 Basement - finished or unfinished) Number of bedrooms 4 Continuous ventilation 78 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 5 6 Conditioned Total/ Total/ Total/ Total/ Total/ Total/ space (in sq. ft. continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 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 ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:\SAFETY\JK\Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (choose either balanced or exhaust only) ❑ Balanced, HRV(Heat Recovery Ventilator) or ERV (Energy © Exhaust only Recovery Ventilator) - cfm of unit in low must not exceed Continuous fan rating in cfm continuous ventilation rating by more than 100% Low cfm: High cfm: Continuous fans rating in cfm (capacity 110 must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation, balanced or exhausts only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Bath Fan Master Bath 80 Bath Fan Main Bath 110 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 c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm. Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Dedicated Circut Directions- Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades 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. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculations from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table NR cfm Size and type (round, rectangular, flex or rigid) 21 Page 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 required for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. 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 One or multiple fan- One atmospherically Multiple power assisted vent atmospherically vent or direct vent appliances and gas or oil appliance vented gas or oil appliances power vent or direct or appliances or solid or no combustion vent one solid fuel fuel appliances appliances appliance 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) (including 3617 unfinished basements) Estimated House infiltration (cfm): [1a 542.55 x 1b] 2. Exhaust Capacity 110 a) continuous exhaust-only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating Not (cfm); bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm); 245 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) 245 a) total exhaust capacity (from above) b) estimated house infiltration (from 542.55 above) Makeup Air Quantity (cfm); -297.55 [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 also be included.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 31 Page Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple One or multiple One atmospherically Multiple power fanassisted vented gas or oil atmospherically vent, direct vent appliances and appliance vented gas or oil appliances, power vent or direct or one solid fuel appliances Duct diameter or no combustion vent appliances appliance or solid fuel appliances 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. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4" smooth or 5" Flex Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power ventedor atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustionair vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4~Page 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: -Draft Hood -Fan Assisted or Power Vent _X Direct Vent Input:-80000 BTU/HR Water Heater: -Draft Hood _X_FanAssisted or Power Vent -Direct Vent Input:_40000 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: _855 ft LxWxH 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: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input:_40000 Btu/Hr Use Fan-Assisted Appliances column in Table E-1 to find RFVA:3000 ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Input: -0 Btu/Hr Use Natural draft Appliances column in Table E-1 to find RVNFA:_none ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV=_3000 + none = 3000 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 S. 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 = 855 / 3000 =.28 Step 6: Calculate Reduction Factor (RF). RF= 1 minus Ratio RF = 1- .28 =.72 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: 40000 Btu/Hr (EXCEPT DIRECT VENT) 5 Page Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 40000 /3000 Btu/hr per in 13.33 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x .72 = in9.59 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 J Minimum CAOA =_3.49_ 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. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft Input Rating Standard Method 1"4 to present Pre-1994 1994 to present Pre-1994 (Btu/hr) 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 4Q,U00 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 6~Page 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. 71 Page LOT SURVEY CHECKLIST FOR RESIDENTIAL -R BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1;& Z, 10 1 ~~1C~ ~ar e,j1e_ Ad kit DATE OF SURVEY: 17 /lI1)2 LATEST REVISION: a~ a~ c U YQ ~ ~ v o z a DOCUMENT STANDARDS ~j 0 0 • 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.) ,,~r 0 ❑ • Directional drainage arrows with slope/gradient % ~z 0 0 • Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ~i ❑ 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) C _Z 0 ❑ • Lot Square Footage _;z 0 ❑ • Lot Coverage ELEVATIONS Existinq ❑ 0 Property corners ❑ 0 Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes / '0 ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 'z 0 0 • Waterways (pond, stream, etc.) Proposed J ❑ ❑ • Garage floor ,a 0 0 • Basement floor 'z ❑ ❑ • Lowest exposed elevation (walkout/window) _z ❑ 0 • Property corners ~I 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL ❑ ,2f ❑ • HWL ❑ Z ❑ • Pond # designation ❑ ,14 ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS ❑ 0 Lot lines/Bearings & dimensions ❑ ❑ Right-of-way and street width (to back of curb) _z 0 ❑ Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ 0 Show all easements of record and any City utilities within those easements 0 0 Setbacks of proposed structure and 'deyard setback of adjacent existing structures ❑ ❑ Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 P18NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: BRANDL ANDERSON ADDRESS: 4919 PARKSIDE CIRCLE, EAGAN, MN BUYER: MODEL MODEL: CARLETON ELEVATION: 3:1 r4a,x9ftum Slopes orr ti L,dioing Wall Wig N88°48'32"E 83.23 SO Required (944.3) (948.8) - _ 948.8 944.3 I I N N I O ° I >i----->>- i----->>- DRAINAGE AND UTILITY EASEMENT PER PLAT 10 I ; I ti I° d. I 0) 2 I 7 E. I Ii Q= I I1 a i I SODDED d. I I Q 1 / Z p x I I' i I' tap ~ ~ I .I ~~y~,'~p►LL 952.8 L 07 i j H w M o i I RERIMET~R ONYRC)L I' 955.9 Q OI (943.7) 1 I I I AaF" u d ~''f _ 4~g5,a I (955,3 I I - X w R+ z z I I 954,8 U) I I Pop Op (955,8) X Lf) o 00 X 6 1 o~i w (O Co I h PROPOs 0 i 0 O 1-i I I o o NOOSE' ^ rn 9 F• B. S. L N i s C, 955.4 962.5 I tl' 951,5 , 955.7 ~ (949.9) x o 20, 10 00 1 ^ 0 .0 / r7 3.0 i Porcho3.5 GARAGE/ ° Nr BENCH MARK: i~-1 25.00 ^ ° LO _ y ° N C; H Hold up grade to d- TOP OF PIKE - f, (955,8x53'-2 mointoin surface 1'7 ELEV.=951,.37 o I /I 4 2oko0 10.00 droinoge owoy from Co 01 I 10 I X (956.1 s_ss.s j m house. O 1 In. (948.5) 1 ° i OR,°POSEO BENCH MARK: goad 948.9 % \ \ ~WAy TOP OF SPIKE 1 \ ELEV.=958.44 951.6 \ 9 0 C \ N \ \ 5 _ 951.1 o / - ZI-Xi \ ` EAGAN ENGINEERING DEPT, BENCH MARK: 956.6 TOP NUT HYDRANT LOT 1 BLK 2 ELEV.=946.06 qr c ~ \ rLh 956.7 1, n LOT AREA =13959 SF NOTE: ADD FOUNDATION LEDGE AS REQUIRED C HOUSE AREA =1938 SF NOTE: GRADING PLAN BY JAMES R HILL LAST DATED WAS USED \ DRIVEWAY AREA =775 SF TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. \ NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO HOUSE ELEVATIONS (PROPOSED) /ASBUILT CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. LOWEST FLOOR ELEVATION :(947.8) NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT TOP OF FOUNDATION ELEV. (956.5) BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. GARAGE SLAB ELEV. @ DOOR : •(956,1)+ DROP 0.7 FT, NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER rJ1,0 THAN THOSE SHOWN ON THE RECORDED PLAT. T.O.F. ELEVATION @ LOOKOUT :(951.0) NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM WE HEREBY CERTIFY TO BRANDL ANDERSON THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A woman DENOTES PROPOSED RETAINING WALL DESIGNED AND BUILT BY OTHERS SURVEY OF THE BOUNDARIES OF: X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 2 BLOCK 1 DODD PARKSIDE ADDITION \ DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA DENOTES SPIKE IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 30TH DAY OF OCTOBER, 2012. REVISED: NOTE: 11/01/12 STAKE HOUSE SIGNED: PI NEER ENGINEERING, P.A. 12/19/12 remove ctio SCALE 1 INCH = 20 FEET 2/04/13 SLIDE HOUSE 10' BY: 7485 112296000 Peter J. Hawkinson License No. 42299 City of Eap Address: 4919 Parkside Circle Zip: 55123 Permit 108972 The following items were / were not completed at the Final Inspection on: r / Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: GABuilding InspectionsTORMS\Checklists Use BLUE or BLACK Ink I For Office Use I j Permit City of Eajan I Permit Fee: 1 I 3830 Pilot Knob Road ~EC~{VED I 1 Eagan MN 55122 MAR 3 1 Date Received: Phone: (651) 675-5675 1 I Fax: (651) 675-5694 1 Staff: 1 ~-----------------~f 1 2012 RESIDENTIAL BUILDING PERMIT APPLICATION I Date: t ` Site Address: Unit Name: -:.10<;,k.,. n(®2=~'1~Q1~ Phone...., RESIDENT f i OWNER Address / City / Zip: 3 x Applicant is: Owner Contractor Description of work: ditC. TYPE OF WORK Construction Cost: !+?)C)o " Multi-Family Building: (Yes / Noz &ilVl(-~Gt+t~'ttContact ![p~~f~7C)!~ Company: Address: Q ZU UA-k -a,4- City: A©s--e.rnc CONTRACTOR LA - ' State: A A' Zip: 10 Phone: t ),S ~ 6(9 License ~ ® Lead Certificate ~ L5 _r If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit fora similar plan based on a master plan? _Yes _No If yes, date and address of master plan: C Licensed Plumber. Phone: Mechanical Contractor: Phone: Sewer & Water Contractor. Phone: y formation. Portions of ' NOTE: Plans and supporting documents that you submit are considered to be public in 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. 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_gorrherstateoner-all.oro 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 worts is not to start without a permit; that the work will be in accordance with the approved plan in the case of worst 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. xl1 Applicant's Printed Name Ircant s Signature Page 1 of 3 y ~1 l~I part o Ci v- 5 DO NOT WRITE BELOW THIS LINE a SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) _ Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building' Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall 'Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 2,700 Occupancy MCES System Plan Review Code Edition SAC Units (25%-100%-) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: - Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: / , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC ~p( Utility Connection Charge C S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 P18NEERengineering ~e CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey tor: BRANDL ANDERSON ADDRESS: 4919 PARKSIDE CIRCLE, EAGAN, MN BUYER: MODEL MODEL: CARLETON ELEVATION: 3:1 Max1mum Slopes or Retaining Well Will N 88°48' 32"E 83.23 Be Required (944.3) (948.8) 948.8! 944.3 I I N N I O 94 DRAINAGE AND UTILITY EASEMENT PER PLAT I- - "'r1 I 1 10 I i I N 1 I ~ _ I I co I d. 0) 2 I T Q I i I SODDED b. z If x I I' M I CIS 9L 00 H 1 f' F ST `TR W w 955.9 r O (943.7) f. O 4y.g5,.2 I =v (95,3) pG 1 ~ Z w 1 I R,+ t1L. (t! 1 I 54, Z V) 40.00 Z) 6 1 W G w= co ~ ' i PROZ 0 i (d 00 v l I c o NOOSE o> ^ F'B'S L j 1 I 9, tr► Z 1 I -r` ~ 962.5 955.4 ~ I 951•5 955.7 1~ . 1 .1 (949.9) a; x R 20 00 10.00 / W 1 , 3.0 Porch95 .5 CA o ^ RAGE BENCH MIARK- 9p _y, ?sue o !!Hold up rode to TOP OFPIKE (9s58ss3~ 955. N maintain surface < Co M ~r, 1 ) ELEV.=9517 2 0 1 1 y ~ .a ckoO 10.00 ~ drainage away from N 1 10 ,'I X . ass. _ p i house. 0 IN t ■ 0 A9 (9485) pR 1 ° \ VEWAYD 4r BENCH MARK: 9 948.9 D i \ TOP OF SPIKE 1 Y'f ss,.s \ ELEV.=958.44 9 0 \ N C \ a.~ \ ! ev 951.1 ~•'T' 4`2 2d, a 'Q EAGAN ENG1NEERING DEPT, 956.6 BENCH MARK: TOP NUT HYDRANT LOT 1 BLK 2 C h ELEV.=946.06 C/RCS 956.7 LOT AREA =13959 SF NOTE: ADD FOUNDATION LEDGE AS REQUIRED C/% HOUSE AREA =1938 SF NOTE: GRADING PLAN BY JAMES R HILL LAST DATED WAS USED \ DRIVEWAY AREA =775 SF TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. \ NOTE: PROPOSED BUILDING. DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO HOUSE ELEVATIONS : (PROPOSED)/ASBUILT CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. LOWEST FLOOR ELEVATION (947.8) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT TOP OF FOUNDATION ELEV. : (956.5) / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. GARAGE SLAB ELEV. @ DOOR *(956.1)0 DROP 0.7 FT. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. T.O.F. ELEVATION @ LOOKOUT :(951.0) NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM WE HEREBY CERTIFY TO BRANDL ANDERSON THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A Im■■■n DENOTED ARND BUILDT E AINING ALL BY OTHERS SURVEY OF THE BOUNDARIES OF: x 000.00 DENOTES EXISTING ELEV ATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 2, BLOCK 1, DODD PARKSIDE ADDITION DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA DENOTES SPIKE IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 30TH DAY OF OCTOBER, 2012. VI D: NO : 11 01/12 STAKE HOUSE SIGNED: P NEER ENGINEERING, P.A. SCALE : 1 INCH = 20 FEET z2 o4 13 SLIDEvHOUSE 10 BY: 7485 112296000 Peter J. Hawkinson License No. 42299