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4875 Steeplechase Way/fV L3(2 i.oD 1 DO�41`" Use BLUE or BLACK Ink *City !l/ I i � �I 9 � � I ! w��. For Office Use of Eag,aft -1 r) / lI f-`'" Perm": I / L> lQ 1�� Permit R 3830 Pilot Knob Road �---I'- ' Eagan MN 55122 Date Received: �/. — D �4 Phone: (651) 675-5675 , 1 I Fax: (651) 675-5694 4_ 0 Nea J _ APR 7 2 2016 , Staff: I Cc -1W 42016 RESIDENTIAL BUILDING PERMIT APPLICATION 5. �, l LP Date: /20/2016 Site Address. 4875 Steeplechase Way Unit #: 661 Resident/ Owner Name: Norton Homes, LLC Phone: 763-559-2991 Address /city /zip: 18215 45th Ave N Ste. D Plymouth, MN 55446 Applicant is: ✓ Owner ✓ Contractor Type of Work Description of work: New Home Construction Cost: a 75-00 A/ 7/ accie- 6,41,1 Multi -Family Building: (Yes / No Company: Norton Homes, LLC Contact: Chris Norton Pat Hiller Address: 18215 45th Ave N Ste D City: Plymouth state: MN Zip: 55446 BC639221 License #: 612-386-7661 Phone: chrisn@nortonhomes.com path@nortonhomes.com Email: Lead Certificate #: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: American Mechanical Co Inc Mechanical Contractor: Phone: 612-750-0278 Sedgrck Heating & A/C Phone: 952-881-9000 Sewer & Water Contractor: DSM Excavating Fire Suppression Contractor: NA Phone: 612-919-4340 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 the 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.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code mu nt be completed within 180 days of permit issuance. )(Chris Norton Applicant's Printed Name x Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation ) Single Family Multi 01 of _ Plex WORK TYPES ci New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% 4.1) Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level i '369d-60 LI % ---)c Sj 62 C- (-34 Porch (3 -Season) Ext rior Alteration (Single Family) Porch (4 -Season)_ Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) _ Miscellaneous Pool Accessory Building Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS )4 Footings (New Building) 70 Siding Reroof Windows Egress Window Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant c)o Occupancy ;T.'RC , ) Code Edition fp/) 201 Zoning Stories Square Feet Length Width Footings (Deck) Footings (Addition) Foundation Roof: 2C Ice & Water ie) Final Framing 30 Minutes 1V 1 Hour Fireplace: )0 Rough In )L'Air Test )4 Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: [)6;'2 i22. 4/ MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests _Final X Drain Tile Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall: Footings _ Backfill ? Final )c Radon Control Fire Suppression: Rough In _Final )t3 Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies 2.43---S-LerlY 6 - s TOTAL U,7/C 14:Shey7 f Zc x 2v.°O L ei /" 5- .7 3 . s y ��- R7 c) Lip (i /2er-1£ f'"Jc h / 47/C1 x `?5 .73 S9•frT i --77/2-1)T- K‹ h // XS"a .$o Sy• 54.f -r• floi)P-. rvr7z x I.:?3 SQ•'' • Page 2 of 3 New Construction Energy Code Compliance Certificate I-3401LP° Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Post Mailing Address of the Dwelling or Dwelling Unit 4875 Steeplechase Way City Eagan NORTON HOMES Name of Residential Contractor Norton Homes MN License Number BC639221 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply 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 R-10 X R-5 Int. Thermax not needed - full bsmt lot Perimeter of Slab on Grade Rim Joist (1st Floor) R-21 X Rim Joist (2nd Floor+) R-21 X Wall R-20 x Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned area R-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) 1!: 0 J X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.34 R -value 1 MECHANICAL SYSTEMS Make up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas Electric Electric Passive Manufacturer AireFlo Aireflo Powered Model 92AF1UH070P12B 4AC13N36 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 66,000 Capacity in Gallons: Output in Tons: 2.5 Other, describe: Efficiency AFUE or HSPF% 92 SEER JEER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 56,964 32,465 2.7 T Cfm's I " 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 X Not required per mech. code Passive X Heat Recover Ventilator (HRV) Capacity in cfms: Low: 85 High: 192 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: IHRV and Bath.Laundry Rooms Cfm's Capacity continuous ventilation rate in cfms: 85 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 380 " metal duct Builders Associaton of Minnesota version 101014 4 wrightsoft. Load Short Form Entire House WEB REPS LLC. Job: Eagan Model, 4875 Steep... Date: April 15, 2016 By: Anthony Aversa Plan: 4875 Steeple Chase Wa 1880 82nd Avenue Suite # 203, Vero Beach, FL 32966 Phone: 800 810-3280 Fax: 888 971-2999 Email: anthony@webrepshvac.com Web: www.webrepswholesale.com License:... Project Information For: Chris Buchanan, Sedgwick Heating 1408 Northland Drive, # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb@sedgwickheating.com Design Information Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/Ib) Htg -15 70 85 30 32 Clg 88 75 13 M 50 36 Method Construction quality Fireplaces Infiltration Simplified Tight 1 (Tight) HEATING EQUIPMENT Make Allied Air Enterprises Trade AIRE-FLO,ADVANCE COMFORT SYSTE... Model 92AF1 UH070P12B-* AHRI ref 4518727 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 66000 Btuh 62000 Btuh 50 °F 1167 cfm 0.027 cfm/Btuh 0 in H2O Make Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio COOLING EQUIPMENT Aire -Flo AIRE-FLO 4AC13N36P-7, 8 C33-38*++TDR 7984315 10.7 EER, 13 SEER 24500 10500 35000 1167 0.054 0 0.75 Btu h Btu h Btu h cfm cfm/Btu h in H2O ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Mechanical 127 0 0 0 0 Bath 75 1188 43 32 2 Bs Hall 103 0 0 0 0 Bs Strs 79 0 0 0 0 Family Rm 243 3350 1621 89 88 Game Room 250 2417 1482 64 80 BCI 8 0 0 0 0 CI#5 18 0 0 0 0 Bdrm # 5 146 1420 741 38 40 Bs HII 19 0 0 0 0 Mud Room 111 1889 298 50 16 Md Rm CI 39 0 0 0 0 Pantry 39 650 90 17 5 Hall 37 0 0 0 0 Dining Rm 153 2083 1818 55 99 Kitchen 17A .ten Once .In Ann - Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightsoft Right -Suite® Universal 2017 17.0.01 RS000902 ACCA ... Model, Fall 2016, LOT 7 Block 1, Stone Run.rup Calc = MJ8 Front Door faces: S 2016 -Apr -18 14:11:38 Page 1 NC Ch Great Room Stairs Entry Office Bath. Ct CI Porch Stairs. Landry Bdrm #4 CI # 4 Owners Bath O Wtr CI WIC Owners Suite Bath # 2 Bdrm # 2 CI # 2 Bdrm # 3 CI # 3 Wtr CI Upp Bath Hallway 9 318 100 119 62 34 10 135 114 69 164 16 139 17 80 213 53 167 30 136 18 48 63 144 0 4491 0 3175 957 851 0 4714 0 823 1581 0 2251 29 3146 1917 501 2611 0 1662 0 1119 692 0 0 2304 0 985 856 151 0 1394 0 673 943 0 707 16 1214 1229 106 1370 0 1237 0 168 130 0 0 119 0 84 25 23 0 125 0 22 42 0 60 1 84 51 13 69 0 44 0 30 18 0 0 125 0 53 46 8 0 76 0 36 51 0 38 1 66 67 6 74 0 67 0 9 7 0 Entire House Other equip loads Equip. @ 1.00 RSM Latent cooling 3876 43959 13005 21530 2961 24491 7974 1167 1167 TOTALS 3876 56964 32465 1167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1167 wrightsoft t Right -Suite® Universal 2017 17.0.01 RS000902 ACCh ... Model, Fall 2016, LOT 7 Block 1, Stone Run.rup Calc = MJ8 Front Door faces: S 2016 -Apr -18 14:11:38 Page 2 -Pk wrightsoft Component Constructions Entire House WEB REPS LLC. Job: Eagan Model, 4875 Steep... Date: April 15, 2016 By: Anthony Averse Plan: 4875 Steeple Chase Wa 1880 82nd Avenue Suite # 203, Vero Beach, FL 32966 Phone: 800 810-3280 Fax 888 971-2999 Email: anthony@lwebrepshv3c.com Web: www.webrepswholesale.com License:... Project Information For: Chris Buchanan, Sedgwick Heating 1408 Northland Drive, # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb©sedgwickheating.com Design Conditions Location: St Paul Downtown AP, MN, US Elevation: 712 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating -15 15.0 Cooling 88 19 (M ) 73 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 85 Relative humidity (%) 30 Moisture difference (gr/Ib) 31.6 Infiltration: Method Construction quality Fireplaces Simplified Tight 1 (Tight) Cooling 75 13 50 36.3 Construction descriptions Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15915-0wc-8: Bg wall, heavy damp soil, 2"x6" wood int frm, concrete wall, r-10 ins, r-15 cav ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12F-Osw: Frm wall, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15B15-0wc-8: Bg wall, heavy damp soil, 2"x6" wood int frm, concrete wall, r-10 ins, r-15 cav ins, 8" thk, 1/2" gypsum board int fnsh 15615-0wc-8: Bg wall, light dry soil, 2'x6" wood int frm, concrete wall, r-10 ins, r-15 cav ins, 8" thk, 1/2" gypsum board int fnsh Windows 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, light; 50% outdoor insect screen; 2 ft overhang (5 ft window ht, 0 ft sep.); 6.67 ft head ht Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'--0F ft'-°F/Btuh Btuh/fl' Btuh Btuh/ft° Btuh 604 0.065 21.0 5.53 3339 0.91 552 497 0.065 21.0 5.52 2748 0.91 454 486 0.065 21.0 5.52 2687 0.91 444 614 0.065 21.0 5.52 3393 0.91 561 2202 0.065 21.0 5.52 12168 0.91 2011 315 0.047 15.0 3.74 1180 0.01 5 161 0.047 15.0 3.71 597 0.01 1 191 0.047 15.0 4.08 778 0.02 4 262 0.047 15.0 4.08 1071 0.02 5 929 0.047 15.0 3.90 3625 0.02 15 n e s w all n e s w all n n n n e e e s s s all 249 0.065 21.0 5.52 1374 0.43 107 123 0.047 15.0 7.48 920 0.37 46 117 0.047 15.0 7.48 874 0.37 44 10 0.260 0 10 0.260 0 30 0.260 0 20 0.260 0 20 0.260 0 60 0.260 0 20 0.260 0 20 0.260 0 26 0.260 0 18 0.260 0 234 0.260 0 22.1 221 5.70 57 22.1 230 5.70 59 22.1 663 5.70 171 22.1 442 5.70 114 22.1 442 14.2 283 22.1 1326 14.2 850 22.1 442 14.2 283 22.1 442 6.51 130 22.1 571 6.51 168 22.1 396 6.51 117 22.1 5175 9.53 2233 41111- wrightsoft` Right-Suitee Universal 2017 17.0.01 RS000902 0654. ... Model, Fall 2016, LOT 7 Block 1, Stone Run.rup Calc = MJ8 Front Door faces: S 2016 -Apr -18 14:11:38 Page 1 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n 31 0.260 0 22.1 681 5.70 176 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC n 11 0.260 0 22.1 237 5.70 61 rated (SHGC=0.22); 50% blinds 45°, light; 50% outdoor insect screen; n 34 0.260 0 22.1 743 5.70 192 2 ft overhang (5.6 ft window ht, 0 ft sep.); 6.67 ft head ht n 28 0.260 0 22.1 619 5.70 160 all 103 0.260 0 22.1 2279 5.70 588 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 n 31 0.260 0 22.1 690 5.70 178 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, light; 50% outdoor insect screen; 2 ft overhang (2.6 ft window ht, 0 ft sep.); 6.67 ft head ht 2 glazing, clr out, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 e 18 0.260 0 22.1 387 12.5 218 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, light; 50% outdoor insect screen; 2 ft overhang (3.5 ft window ht, 0 ft sep.); 6.67 ft head ht A 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 s 7 0.260 0 22.1 159 5.70 41 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% bends 45°, light; 50% outdoor insect screen; 2 ft overhang (3.6 ft window ht, 0 ft sep.); 6.67 ft head ht 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.22); 50% blinds 45°, light; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 0 ft sep.); 6.67 ft head ht s 16 0.260 0 22.1 354 5.70 91 w 32 0.2601 0 22.1 707 13.2 421 w 16 0.260 0 22.1 354 13.2 211 w 24 0.260 0 22.1 530 13.2 316 all 88 0.260 0 22.1 1945 11.8 1039 Doors Door, wd sc type: Door, wd sc type s 21 0.300 0 25.5 536 7.58 159 n 20 0.300 0 25.5 506 7.57 150 all 41 0.300 0 25.5 1041 7.57 309 Ceilings 16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 1679 0.020 50.0 1.70 2854 0.97 1637 gypsum board int fnsh Floors 19C-19cscp: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 20 0.049 30.0 1.44 29 0.22 4 cav ins, tight crwl ovr, r-11 wall insul 242 0.049 30.0 1.44 349 0.22 53 all 262 0.049 30.0 1.44 378 0.22 58 20P -30w: Fir floor, frm flr, 10" thkns, hrd wd flr fnsh, r-30 cav ins, gar 11 0.035 30.0 2.97 33 0.31 3 ovr 21A -32t: Bg floor, light dry soil, 8' depth, carp 80% flr fnsh 1066 0.020 0 1.70 1812 0 0 259 0.020 0 1.70 440 0 0 81 0.020 0 1.70 138 0 0 all 1406 0.020 0 1.70 2390 0 0 wrightsoft° Right -Suite® Universal 2017 17.0.01 RS000902 ... Model, Fall 2016, LOT 7 Block 1, Stone Run.rup Calc = MJ8 Front Door faces: S 2016 -Apr -18 14:11:38 Page 2 41- wrightsoftt Project Summary Entire House WEB REPS LLC. Job: Eagan Model, 4875 Steep... Date: April 15, 2016 By: Anthony Aversa Plan: 4875 Steeple Chase Wa 1880 82nd Avenue Suite # 203, Vero Beach, FL 32966 Phone: 800 810-3280 Fax 888 971-2999 Email: anthony@webrepshvac.com Web: www.webrepswhoiesaie.com License:... Project Information For: Chris Buchanan, Sedgwick Heating 1408 Northland Drive, # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb@sedgwickheating.com Notes: Eagan Model, 4875 Steeple Chase Way Desi • n Information Weather: St Paul Downtown AP, MN, US Winter Design Conditions Outside db Inside db Design TD -15 °F 70 °F 85 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 88 °F 75 °F 13 °F M 50 % 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43959 Btuh Structure 21530 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (90 cfm) 8201 Btuh Central vent (90 cfm) 1254 Btuh Humidification 4804 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 56964 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24491 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 5807 Btuh Ducts 0 Btuh Heating Cooling Central vent (90 cfm) 2168 Btuh Area (ft2) 3876 3876 Equipment latent load 7974 Btuh Volume (ft3) 25246 25246 Air changes/hour 0.20 0.05 Equipment total load 32465 Btuh Equiv. AVF (cfm) 84 21 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Allied Air Enterprises Make Aire -Flo Trade AIRE-FLO,ADVANCE COMFORT SYSTE... Trade AIRE-FLO Model 92AF1UH070P12B-* Cond 4AC13N36P-7, 8 AHRI ref 4518727 Coil C33-38"++TDR AHRI ref 7984315 Efficiency 92.1 AFUE Efficiency 10.7 EER, 13 SEER Heating input 66000 Btuh Sensible cooling 24500 Btuh Heating output 62000 Btuh Latent cooling 10500 Btuh Temperature rise 50 °F Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w . -Pk wrightsoft• Right -Suite® Universal 2017 17.0.01 RS000902 AWN ... Model, Fall 2016, LOT 7 Block 1, Stone Run.rup Calc = MJ8 Front Door faces: S 2016 -Apr -18 14:11:39 Page 1 N Basement 89 cfm Family Rm Game Room Bs Strs Bs Hall El 80 cfm BCI CI#f Bdrm # 5 a40 cfm Bs HII Bath ®.32 cfm Mechanical Unexcavated Job #: Eagan Model, 4875 Steeple Chas... Performed by Anthony Aversa for: Chris Buchanan 1408 Northland Drive, # 310 Mendota Heights, MN 55120 Phone: 952 881-9000 chrisb@sedgwickheating.com WEB REPS LLC. 1880 82nd Avenue Suite # 203 Vero Beach, FL 32966 Phone: 800 810-3280 Fax: 888 971-2999 wwwwebrepswholesale.com anthony@webrepshv... Scale: 1 : 96 Page 1 Right -Suite® Universal 2017 17.0.01 RSU00902 2016 -Apr -18 14:12:19 ...16, LOT 7 Block 1, Stone Run.rup N K125 cfm Great Room First Floor Porch Et125cfm SIM Dining Rm (8199 cfm ®.106 cfm Kitchen Stairs ct CI 1E184 cfm Entry NC Ch S-46 cfm Office Bath. j3cfm Hall Pantry El17cfr Md Rm Cl 'ALSOr:\ cfm Mud Room Garage Job #: Eagan Model, 4875 Steeple Chas... Performed by Anthony Aversa for: Chris Buchanan 1408 Northland Drive, # 310 Mendota Heights, MN 55120 Phone: 952 881-9000 chrisb@sedgwickheating.com WEB REPS LLC. 1880 82nd Avenue Suite # 203 Vero Beach, FL 32966 Phone: 800 810-3280 Fax: 888 971-2999 www.webrepswholesale.com anthony@webrepshv... Scale: 1 : 96 Page 2 Right-Suitee Universal 2017 17.0.01 RS000902 2016 -Apr -18 14:12:19 ...16, LOT7 Block 1, Stone Run.rup N Second Floor ®-60 cfm Owners Bath Wtr ICI �ticfm I I I I WIC ®-84 cfm/0 Stairs. Owners Suite ®.67 cfm 116allway Open To Below la 36 cfm Landry Bath # 2 [8113 Bd 2 74 cfm CI # 3 Bdrm #4 '51 cfm 67 cfm S-18 Upp Bath cfm Wtr CI a30 cfl 11 Job #: Eagan Model, 4875 Steeple Chas... Performed by Anthony Aversa for: Chris Buchanan 1408 Northland Drive, # 310 Mendota Heights, MN 55120 Phone: 952 881-9000 chrisb©sedgwickheating.com WEB REPS LLC. 1880 82nd Avenue Suite # 203 Vero Beach, FL 32966 Phone: 800 810-3280 Fax: 888 971-2999 www.webrepswholesale.com anthony@webrepshv... Scale: 1 : 96 Page 3 Right -Suite® Universal 2017 17.0.01 RS000902 2016 -Apr -18 14:12:19 ...16, LOT 7 Block 1, Stone Run.rup Verttilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duptkate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: http://www.ddionhossemmn.usiservibulldhorit htrri, Site address Contractor Six 5k4oe. U4;7 9 wrGiC Completed By Section A C. /S4c49401 IData ' /-.jj (/D r�_ r! I l Square feet (Conditioned area including,a f t - 7 Basement -finished or unfinished) -' 7 4 Total required ventilation > C7 Number of bedrooms Continuous ventilation 9 S Directions - Determine the total and continuous tientilotion rate by either using Table N1104..2 or equation 111. ' The table and equation are below. Ventilation Quantity (Determine quantity by using 'fable N1104.2 or equation 11-1) Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 • 3 4 . 5 6 Conditioned space (in Tota(/. Total/ Total/ Total/ Tota(/ Total/ 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. 180/90 196/98 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) 1 Conditioned space includes the basement. 2 If conditioned space exceeds 6000 sq. s t or there , ar _ratite than 6 bedrooms use Equation 11-1 rOr Section NI f04.2 to calculate total ventilation rate. Total ventilation —The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Haat Recovery Ventilator) or ERV (Energy Recov 0 Exhaust only ery Ventilator)- dm of unit In taw must not exceed continuous vent- Continuous fan rating n cfm tattoo rating by more than 100%. . low dm: j High cfm: I 1 / 0 Continuous fan rating In cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions- Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the !ow and high cfm amounts. _Cow cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 1009i 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 12.1% 5$5` tµ_ /la 0-k as /34-k Pabkloc 1 thm I I Slut and type (round, rectangular, flexor rigid) $3 . .7 • Directions -The ventilation fon schedule should describe what the fan is for, the location cfm, and whether ft is used for continuous or intermittent ventilation. The fan that Is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than .200% 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 how-. Section D Ventilation Controls ���� _� (Describe oparatton and control of the continuous and Intermittent ventilation) ,1- 40, rtc g CQt%L- n .i owS C Directions -Describe the operation of the ventilation system. Them should be adequate detallforpkm 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 exhaustfans are used forbuilding ventilation, describe the operation and location of anycontrols, indicators and legends. tf an ERV or 1•111V is to be installed, describe how it will be Instalied. if it will be connected and Inter/aced with the air handling equipment, please describe such connections as detailed to the manufactures' instillation 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 • Page 2 of 6 Make-up air J,lL Passive (determined from calculations from Table sot3.1) Powered (determined from calculations from Table 501.3.1) tntertodced with exhaust device (determined from calculation from Table 501.3.1) Other, describe: ' . Location of duct or system ventilation make-up air: Detemdned from make-up ab opening table 1 thm I I Slut and type (round, rectangular, flexor rigid) • Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations; column 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 alr quantity Is negative, no additional makeup air will be re- quired for ventilation, if the value Is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section 0. The make-up air supply must be Installed per !MC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT iN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent ap• pkances or no combus- tlon appliances Column A 'One or multiple fan- assisted appliances and power vent or direct vent appliances Column 8 One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical - ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including9.14 unfinished basements) 11 7 14 Estimated House Infiltration (cfm): (ia f Z f 2. Exhaust Capacity a) continuous exhaust -only ventilation system (dm); (not applicable to be - lanced ventilation systems such as HRV) b) clothes dryer (dm) 135 135 135 135 c) 80%of largest exhaust rating (dm); Kitchen hood typically (not applicable Ifreclrculatingsystem or 11 powered makeup alr Is electrically interlocked and match to exhaust) ii 'n^� Li v' d) 80% of next largest exhaust rating (dm); bath fan typically (not applicable If recirculating system or if powered makeup air Is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (dm); (2a+2b+2c+2d1 "3 % C- 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) '7 -7 S'' b) estimated house Infiltration (from above) CZ.-- Makeup Air Quantity (dm); (3a -3b) (If value Is negative, no makeup air Is needed) — 2 ) 7 4. For makeup AltOpening Sizing, refer to Table 501.4.2 A. Use this column If there are other than fan -assisted or atmospherically vented gas or og appliance or If there are no combustion appliances. (Power vent and direct vent appliances may be used.) 8. Use this column if there Is one fan -assisted appliance per venting system. (Appliances other than atmosphericallyvented appliances may also be In- cluded.) C. Use this column if there Is one atmospherkally vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use thls column if there are multiple atmospherically vented gas or oil appliances using a common vent or If there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Alr Opening Table for New and Existing Dwelling Table 501,3.2 Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feat for each 90- degree elbow to determine the remaining length of straight duct allowable, 8. If flexible duct is used, increase the duct diameter by one Inch. flexible duet 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) Passive (see IF6C Appendix E, Worksheet Ed) Other, describe: Size and type Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use 1FGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 One or multiple power vent, direct vent ap- pllances, or no combus- . tion appliances Column A One or multiple fan- assisted appliances and • power vent or direct vent appliances Column 8 One atmospherically vented gas or oil ap- pliance or one solid fuel appliance Column C Multiple atmospherically vented gas or o8 ap- 'glances orsolid fuel appliances Column 0 Ouct di. ameter Passlveopenirgj 1-36 2-22 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 Passlveopening 110-163 67-100 47-69 29-42 6 Passive opening 264-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-.135 62-83 8 Passive opening w/motorized damper 318-419 196-258 136-17984-110 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 air >679 >419>290 7179 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 feat for each 90- degree elbow to determine the remaining length of straight duct allowable, 8. If flexible duct is used, increase the duct diameter by one Inch. flexible duet 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) Passive (see IF6C Appendix E, Worksheet Ed) Other, describe: Size and type Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use 1FGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 Ya Oz y 0 0 er 0 .8` 0 .ei 0 ❑ 2' ❑ 37 ❑ ',0'❑ o 4 o fY 0 ❑❑❑❑o❑❑❑❑❑❑❑AddtChange PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION DATE OF SURVEY: 4/I '3 I/1? 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 wlo, 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 "f 0 0 • Property comers 0 0 • Top of curb at the driveway and property line extensions O )2' 0 • Elevations of any existing adjacent homes �0^ 0 0 • Adequate footing depth of structures due to adjacent utility trenches ❑ 0 • Waterways (pond, stream, etc.) Proposed ift ❑ ❑ • Garage floor )21 0 0 • Basement floor , .):2' 0 0 • Lowest exposed elevation (walkout/window) )2' 0 0 • Property comers )2' 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) o 7( 0 • Easement line ❑ )2' ❑ • NWL ❑,d' 0 • HWL O "p, 0 • Pond # designation H' O , 0 • Emergency Overflow Elevation 0 )3" ❑• PondlWetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS A 0 0 • Lot lines/Bearings & dimensions 4 0 0 • Right-of-way and street width (to back of curb) it' 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) A 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures 7 0 0 • Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 Surveyor's Certificate 1W6° SURVEY FOR : Norton Homes DESCRIBED AS :Lot 7, Block 1, STONE RUN, City of Eagan, Dakota County, Minnesota and reserving easements of record. FND IP\ 1025.9 v LOT SQ. FOOTAGE = 14,009 \ HOUSE SQ. FOOTAGE = 2,188 \r HOUSE COVERAGE =15.6% 5 1\\-1– I 3:1 Maximum Slopes or Retaining Wall Will Se Required B.; Date 4 EAGAN ENGINEERING DEM SET 1P 1000.9 m ii EI 1024\ \\ a 1022\ 83.26 N>89°45'06"E\ \\ D&U Ease SET IP 1033.3 Existing Ret Wall -- E=1024.2 � ' X-1020----- •/ 1018.7 gill'gl 1029 .1.5 8=1022.6 • • 2' •, /I 10 :iIn1ABQ 1020 Q , o• \ ai .• , • •' 1016N0 E=,t 1014\ N Ni/ \ 1 I' 1012\ °�+ \CV I \ 1' f 1018, ?MAI X T=1019. =1018. 56.50 a.14.33 o Patio 1014.8 14.33 1017. Porch Q14,8 • 12.0 O —'1 0 T=1020 B=101 1010 100 0_00 16.6 1015.0 1015.0 1014.7 1014.7 L# \ 1 PROPOSED ELEVATIONS Top of Foundation Garage Floor Basement Floor Aprox. Sewer Service Proposed Elev. Existing Elev. Drainage Directions Denotes Offset Stake = 1018.0 = 1017.6 = 1009.3 = Verify =CID 1 T61000.7 B998.3 p04'5-. tr ,, 4875 ,STEEPLECHASE WAY Proposed 3 Trees From Landscape Plan 16 CONTROL SCALE: 1 inch = 30 feet MIN. SETBACK REQUIREMENTS Front– 30 House Side –10 Rear– 15 Garage Side– 5 • • • • LANDFORM From Site to Finish • • • • 105 5. Fifth Ave. Suite 513 Minneapolis, MN 55401 Phone: (612) 252-9070 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE 5_/ 2 / 16 t. D. LINDGREN. LAND j?RVEYOR INNESOTA LICENSE NUMBE 14376 JOB NO: SCS16031 BOOK: PAGE: CAD FILE: Stone Run C!ty of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUN i 3 2c3 •re.ire elm .r n- %V rrr•v.• For Office Use Pent** / 3` D5 Permit Fee: Lr 056.70 Date Received: b �- / Staff: J 2015 RESIDENTIAL BUILDING � PERMIT ArP ERMITArP LICATION Date:(< Site Address: - �.D(ewyUnit #: Name: kN•,\---0„\ 4i ' Phone: -sl 1 " l Address / City / Zip: k1 Applicant is: Owner ! Contractor Type of Work Description of wor '�� Resident/ r Owner Construction Cost: Multi -Family Building: (Yes / No I Contact: ��- Y.t 'f) r1 �iC1 City: 7'ov .. �" l Company: ''C cyA Address: P. V • Bc,. Contractor j I ; f State: ���\(; Zip: 6-5-'5'74 J"Phone: �Zt -() "t6Bmail: h'\ :~ �� `1�4 tcvt ft+fr'1;CF� / !- r�te-'�'' �.% �[p,, License #: 10 I �` - tip It�d Cel tl1 cate #: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Fire Suppression Contractor: Phone: 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 Can at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. w -yr v a nt-stateonecallarc 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 1 understand this is not a permit, but only an application for a permit, and work is not to start hout 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 authrized by a building permit issued In accordance with the Minnesota State : • • Ing • • • e must be completed within 180 days milt Issunce. x C" Cj Cu t > Applicant's Printed Name u A,,pli Page 1 of 3 VV 1\V• VT NU t V •01.1.A.0 INV 1• DV V1111•V SUB TYPES Foundation _ Single Family Multi 01 of _ Plex WORK TYPES New Addition Alteration Replace _etaining Wall DESCRIPTION Valuation Plan Review (25%100% Census Code # of Units # of Buildings Type of Construction a r REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water Final Framing Fireplace: Rough In Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Wails _ Fireplace Garage Deck Lower Level _ Porch (3 -Season) _ Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) Pool Interior improvement Move Building Fire Repair Repair Occupancy Code Edition Zoning Stories Square Feet Length Width Reviewed By: Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Anal / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests Final Drain Tile Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall: Footings.ABackfili Final Radon Control Fire Suppression: Rough In Final Erosion Control Other: , Building inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 a ,t[ 9Q 5 5 it leizz!li,i Hifi 4 l3 ;1) i a 2 2 2 2 2 �i a 6 8 9 : S �2 T1s. Y 4 PROPOSED SEGMENTAL RETAINING WALLS STONE RUN EAGAN, M NNESOTA GRAY ENGINEERING O.�wa !n MAO R[v. Ma P e.+v oen l•aois - OA+[ MINNETONKA, MN oovRTnvN .M.O.0 +LM. num puma,. by m9 Onet I um a MA ober, e .1 ,..bon rimon inn, 1 nmin.•a MO SOAI.0 m G7 >0) z'1' 0 Z Z m Z m (flZ 0 -i D m v '130 0 m 0 (1) G1m GIm z r m Z Z r r GRAY ENGINE NGS LLC 16E101 THE STRAND MINNETONKA, MN 55345 (61 2) 616-3601 0 RAYENGI N EERI N 0 LLC@US FAMILY.N ET i'q°1>/ Jo] d s1-7 Gray Engineering, LLC 16801 The Strand Minnetonka, MN 55345 /3/65 g\--rov\I 1 I 1A/ Akmvi'Lvide- t-i/viu;s L/' 7 5rr�VG tP October 7, 2015 Project GE 15-119 Mr. Brandon Hodges Rosti Construction P.O. Box 243 Lakeville, MN 55044 Dear Mr. Hodges: (by e-mail only) Re: Site Observation, Anchor Diamond Pro Segmental Retaining Wall, Stone Run, Eagan, Minnesota As you requested, Gray Engineering, LLC (Gray Engineering) has performed site visit after the construction of the fully constructed segmental retaining wall at the referenced site. Background Information Gray Engineering prepared several final design and construction drawings for the retaining wall on this project. The plans and specifications prepared are title "Proposed Segmental Retaining Walls, Stone Run, Eagan, Minnesota". The project numbers for the plans are GE 15-119. The wall was constructed in the summer of 2015. Site Observations Gray Engineering performed a site observation after the construction of the segmental retaining wall on September 30, 2015. Gray Engineering observed the following: 1) The walls had positive batter. 2) The top of the wall units appeared to be level. 3) The faces of the segmental wall units were dry. 4) There was no obvious cracking of any of the segmental wall units. 5) Reinforcement geogrid was placed in the retaining wall. 6) Drainage outlets were placed at the ground surface at the bottom of the retaining wall. Picture 1. Tiered walls lA & 1B. Picture 2. Tiered walls lA & 1B. /3 October 7, 2015 GE 15-119 Stone Run Page 2 j July 29, 2015 GE 14-107 Providence Academy Page 3 Picture 3 Retaining wall 6. Picture 4 Retaining wall 7. / ,?! o‘ July 29, 2015 GE 14-107 Providence Academy Page 4 Picture 5. Retaining wall 8. Picture 6. Retaining wall along roadway / July 29, 2015 GE 14-107 Providence Academy Page 5 Picture 7. Retaining wall along roadway July 29, 2015 GE 14-107 Providence Academy Page 6 Conclusions Bases on our observations, the segmental retaining wall appears to be performing as designed. However since we were not onsite during construction of the segmental retaining walls, we cannot comment on the construction techniques used to build the segmental retaining walls. The retaining walls as built meet the approval of Gray Engineering, LLC. General Engineering services provided by Gray Engineering for this project has been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in Minnesota under similar time restraints. Thank you for using the services provided by Gray Engineering. If you have any questions regarding this letter, please call Marty Gray at 612-616- 3601. ---7t Marty A. Gray, PE License Number: 41263 October 7, 2015 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision And that I am a duly Licensed Professional Engineer Under the laws of the State of Minnesota. Attachments, Wall lA Calculations, Wall 1B Calculations, Road Wall Calculations City of Eagan PERMIT IP1' City of Eaan Permit Type: Building Permit Number: EA137193 Date Issued: 06/21/2016 Permit Category: ePermit Site Address: 4875 Steeplechase Way Lot: 7 Block: 1 Addition: Stone Run PID: 10-72580-01-070 Use: Description: Sub Type: Fireplace Construction Type: Work Type: Gas Fireplace (new) Description: Census Code: 434 - Occupancy: Zoning: Square Feet: 0 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 Fee Summary: Valuation: 3,000.00 BL - Base Fee $3K $88.50 Surcharge - Based on Valuation $3K $1.50 0801.4085 9001.2195 Total: $90.00 Contractor: Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (952) 985-6675 - Applicant - Owner: Norton Homes Lle 18215 - 45th Ave N Ste D Plymouth MN 55446 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. Applicant/Permitee: Signature Issued By: Signature BUILDING LEAKAGE TEST Date of Test: 7/21/2016 Customer: Curt Norton Norton Homes 18215 45th Ave N Ste D Plymouth, MN 55446 Phone: 612-386-7661 Test File: 4875 Steeplechase Way Technician: Joe Lewis Project Number: 016-721 Building Address: 4875 Steeplechase Way Eagan, MN 55122 Test Results 1, Airflow at 50 Pascals: (50 Pa = 0.2 w c.) 2. Leakage Area: 1232 CFM50 1.97 ACH50 67.8 in2 LBL ELA @ 4 Pa 3. Building Leakage Curve: Flow Coefficient (C) = 96.9 Exponent (n) = 0.650 (Assumed) 4. Test Settings: Test Standard: RESNET Cine -Point Test Test Mode: Depressurization 5. Accuracy Level Reduced Accuracy Test Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 2. Estimated Design Infiltration Rate: Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: BUILDING LEAKAGE TEST Page 2 of 4 Date of Test: 7/21/2016 Test File: 4875 Steeplechase Way Building Information Volume 37620 Surface Area Serial Number Floor Area Fan Height Model 3 (110V) # of Bedrooms _ # of Occupants Energy Conservatory Year of Construction 2016 Wind Shield M Heating and Cooling Cost and Efficiency Information Heating Fuel Gas Heating Fuel Cost Heating Efficiency % Cooling Fuel Cost Cooling SEER Location Climate Information Ventilation Weather Factor Manufacturer Energy Climate Factor Serial Number Heating Degree Days Fan Cooling Degree Days Model 3 (110V) Design Winter Wind Speed _ Design Summer Wind Speed Energy Conservatory Design Winter Temp Diff Design Summer Temp Diff Equipment Information Type Manufacturer Model Serial Number Custom Calibration Date Fan Energy Conservatory Model 3 (110V) _ Micromanometer Energy Conservatory DG700 BUILDING LEAKAGE TEST Page 3 of 4 Date of Test 7/21/2016 Test File: 4875 Steeplechase Way Depressurization Test: Environmental Data Indoor Temperature (°F) Outdoor Temperature (°F) Altitude (ft) 70.0 76.0 750.0 Baseline Pressure Data Baseline 1 (Pa) 0.7 Baseline 2 1.1 Baseline 3 1.8 Baseline 4 1.2 Baseline 5 09 Average Baseline (Pa) 2.8 Baseline Range (Pa) 8.3 Data Points - Data Entered Manually Nominal Baseline Adjusted Fan Nominal Adjusted Building Pressure Budding Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) Configuration -50.0 -52.8 453.6 1257 1276 Ring B Time Averaging Period: 10 Deviations from Standard RESNET One -Point Test - Test Parameters None BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 7/21/2016 Test File: 4875 Steeplechase Way Comments None City of Eaftan Address: 4875 Steeplechase Way The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permit #: 136260 Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage 17 Porch Lower Level Finish Deck 1 Fireplace f /" %oo ,'2 • 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: 7°°'z 42,',k/1,,9" G:\Building Inspections\FORMS\Checklists ��..�l�r T TT T TT T T T T T7 TTTT7 TT v v TTTT TTTTTTT T TT'vw TTTTTTT T -T TT TTTT TT • • 8 8 O 0 1 • • t • w♦•••++•••,•••••,••,••+•+a••••.•••••••.•••••••.••..••••••••+••4 O O O 8 8 81 O 0 O 8 O O O O 8 O For more information. call 1-800-854-3103. BIC -162 4/13 OD 2013 Johns Manville. 717 17th Street, Denver, CO 80202 JM ClimatePro®Fiber as ng Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name 10 (LI 11 Date Address t./)S T.e ell t ( C A ft % c City C Gt `J� 1 d'1 State Zip RECORD OF INISTALLATIOPS BLDWING WOOL BATTS AND ROLLS w Construction If Retrofit: R -VALUE THICKNESS AREA INSULATED Retrofit Depth of Previous Insulation in. Ceilings in. - sq. ft. Number of bags used 3 t Estimated R -value of Previous Installation in. sq. ft. Area Insulated / 1 7/ sq. ft. Types of Previous Insulation in Attic Walls in. sq. ft. Thickness of Insulation 117-) in. in. sq. ft. R -value of Insulation a (.l at Floors in. sq. ft. in.i sq. ft. CLIMATE PRO INSULATIONR BAG WEIGHT ®28°a LB. EIRNIBIRPRI R -VALUE (hr•sq.ft!°F/BTU) MINIMUM INSTALLED THICKNESS (in.) SETTLED THICKNESS lin.) BAGS PER 1,000 SO. FT.COVERAGE MAXIMUM NET (sq.ft./bag) MINIMUM WEIGHT (Ihs./sq.ft.) To obtain an insulation resistance (R) of Installed insulation should not be less than: Expected thickness after long-term settling has occured Minimum number of bags per 1,000 sq.ft. of net area: Contents of this bag should not cover more than: The weight per sq. ft. of installed insulation should not be less than: 11 13 19 22 26 30 38 44 49 60 4.3 5.0 7.2 8.3 9.7 11.1 13.8 15.7 17.3 20.7 4.3 5.0 7.2 8.3 9.7 111 13.8 15.7 17.3 20.7 4.8 5.7 8.4 9.9 11.8 13.7 17.7 20.8 23.5 29.5 209 176 118 101 85 73 56 48 43 34 0150 0.179 0.266 . 0.310 0.371 0.432 0.559 0.656 0.739 0.928 See reverse to determine adjustment in coverage for Climate Fro insolation installed in Minnesota. V Insulation Contractor Signature Date Company Address Phone Home Builder Signature Date Company Address PhoneNAm ir Johns Manville O O O 8 8 81 O 0 O 8 O O O O 8 O For more information. call 1-800-854-3103. BIC -162 4/13 OD 2013 Johns Manville. 717 17th Street, Denver, CO 80202