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3776 Wescott Cir 'OL... [ji a`t(g° 30 c 1/2-- pL, t 1 ` I / �b;_ For Office Use , ‘ i 0 s o �y Y " t c� `L I CD .% 4 o set �� t "'�j i:::: #�� 1/494 Fee: a S 1 -7 '1 ��+ Date Received: L'vc 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 " (651)675-5675 I TDD: (651)454-8535 I FAX: (651) 67 5-5694 Staff: \A lbuildinginspectionscityofeagan.com 67, ,WS1��1 LC- �� 2018 RESIDENTIAL BUILDINPERMIT APPLICATION 'k5 Date: 7/25/18 Site Address: 3776 Wescott Circle Unit#: Name: . Julie Diamond Phone: 651-231-5914 Resident/ 3776 Wescott Circle Owner Address/City/Zip: f1 Q tjtV ,p, P07 Applicant is: Owner X Contractor 1 (,D Description of work: New Construction Residential US z l to t5 Type of fork t Construction Cost: $515,700.00 Multi-Family Building: (Yes /No X ) Company: McDonald Construction, Inc Contact: Misty Olson Contractor Address: 7601 145th St W city. Apple Valley State: Mn Zip: 55124 Phone: 612-257-6100 Email: scheduling@mcdonaldconstruction.com License#: BC002376 Lead Certificate#: N/A If the project is exempt from lead certification, please explain why: New Construction COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: Infinity Plumbing Phone: 507-263-8911 Mechanical Contractor: Air Mechanical Phone: 763-746-3753 Sewer&Water Contractor: Bohn Well Phone: 952-445-4809 Fire Suppression Contractor: N/A Phone: NOTE:Plans and supporting documents that you submit are considereckto be public information Portions of-1_4e information=arl ay be classified as non-.Olio if ou •rovide s®ecific reasons that would ®emit the Cit to concluethat the tradesecrets 'a You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeacian.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orcl 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. x Misty Olson x Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE -31/0 LUe_Sc �"` l f 51 a` C° SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) f' 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 7 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 % 3 g16 7.x'9 Occupancy S12& ( MCES System Plan Review Code Edition X1/1 1--d0/5-- SAC Units (25%_ 100% 7') Zoning g j S City Water Census Code Stories / Booster Pump #of Units Square Feet Z 77 PRV #of Buildings Length D / Fire Suppression Required Type of Construction V/0 Width SZ REQUIRED INSPECTIONS p Footings (New Building) Meter Size: 10 Footings (Deck) >4 Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation )0 Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water yr Final Pool:_Footings _Air/Gas Tests _Final i4 Framing 30 Minutes 1 Hour Drain Tile p Fireplace: 74 Rough In to Air Test XFinal Siding:_Stucco Lath _Stone Lath Brick_EFIS Insulation Windows 10 Sheathing Retaining Wall:_Footings_Backfill_Final y Sheetrock 10 Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control X Shower Pan ,/ Other: Reviewed By: j t)NL l� _ 1 C l . ' , Building Inspector RESIDENTIAL FEES g 30 i-- /4; /;s h ea /ba 2- 549. .141--- (4'9 3) ,t v4,,*4 .5 ti e d LI 3 z 5-F-r C! Base Fee to•b'b) Surcharge 1,?/?:-/) /47001Z -z; 0 3 I S9 . ,r-> 695 7 3 3 Plan Review pbiz C k 5-7 54 •t - (5o • '' MCES SAC City SAC 0 etkq , • y ' ' /6 p ' (/,r6t0) Utility Connection Charge 6-AAA/ e 69d sq .,'f. ('p/t)-y! ) S&W Permit& Surcharge Treatment Plant Copies TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate f571ui' Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 3776 Wescott Circle Eagan Name of Residential Contractor MN License Number McDonald Construction BC0002376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply x Passive(No Fan) Activ'(VVllll id',dnU IIIUnU17l6WIE o u, or other system monitoring N � Ho Location(or future location)of Fan: Q fu U c N o � w o w Uo � � Q m m w = c Insulation Location >thZ m ° v u_ w .a 0 rn rn E `` rts :o I— u z li u iY iY Other Please Describe Here Below Entire Slab Foundation Wall R15 x x Interior or Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) R21 x Interior Rim Joist(2nd Floor+) R21 x Interior Wall R20 x Ceiling,flat R49 x Ceiling,vaulted Bay Windows or cantilevered areas R30 x Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 x R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater x Not required per mech.code Fuel Type Natural Gas, Natural Gas Electric Passive Manufacturer BRYANT Bradford White BRYANT Powered Interlocked with exhaust device. Model 912SB48080 RG2PV50T6N BA13NA036 Describe: Input in 80,000 Capacity Output Other,describe: Rating or Size BTUS: in Gallons: 50 in Tons: AFUE or 92% SEER Location of duct or system: Efficiency HSPF% 0.71 /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatit71 529 22,963 31,654 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Broan HRV 190S(BALANCED) x Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: midtap83 High: 165 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 HVAC Load Calculations for McDonald Construction 3776 Wescott Cir Eagan, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday,July 12,2018 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. RkIXSG R¢Sldent�a�&L 1,:tp IJlK1Ik*rOlea 41dSi3 Atrlear�lcal Inc:' r`€ € €E:- r € _ 4 Project Report Project Title: Project Date: Thursday, July 12, 2018 Client Name: McDonald Construction Client Address: 3776 Wescott Cir Client City: Eagan, MN Company Name: Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 74 37 Total Building Supply CFM: 1,018 CFM Per Square ft.: 0.251 Square ft. of Room Area: 4,062 Square ft. Per Ton: 1,540 Volume(ft3): 24,626 Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 22,963 Btuh 73 % Total Latent Gain: 8,691 Btuh 27 % Total Cooling Required Including Ventilation Air: 31,654 Btuh 2.64 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM Rhvac Resi; Lrgh� mrnrej , G Loads � ,£ €€�€€ € IE 33E tlt MeG � L arrt L ake ANu 65304' " — '''"q-_,'''T.,, - ,_„2,,i,,, 4,,,, `1 i '. Miscellaneous Report �_ Rei $€[i', -r r ` Winter: -15 -12.38 100% 30% 72 29.40 Summer: 88 73 50% 50% 74 37.40 Inputs d [€€€: e1, �r _ '� __- 1h. .. ...ream xaaa,, ,1�- .i, •�" , ',�� ..��, Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. ['Outside Al G1---� , '€. € 1,.,..,. r),1. �, I Winter Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 115 CFM 62 CFM Infiltration Actual: 0.402 AC/hr 0.325 AC/hr Above Grade Volume: X 24.626 Cu.ft. X 24.626 Cu.ft. 9,900 Cu.ft./hr 8,007 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 165 CFM 133 CFM Total Building Ventilation: 83 CFM 83 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(115 CFM), Construction:Average Summer Infiltration Specified: 0.150 AC/hr(62 CFM), Construction:Average C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM Tlirai id nl#IaI 3%: 1® mercia it tic. WS� = N', 55304:I;.€ >I.I L _. =..E. � .. _ .. Duct Size Preview Room or Source Minimum1 Maximum) Rough. Design' SP Duct Duct Htg I Clg Act. Duct Duct Name I Velocity Velocity' Factor U100 Loss Velocity Length •, l Flow blow ,Duct System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 474.3 282 m 279 3--6 2-Main Level Built-In 450 750 0.01 0.1 537.2 510 41 738 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 814.2 792�1It1 „' 1,018 12x15 Summary System 1 Heating Flow: 792 Cooling Flow: 1018 • C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM girt6-774Ciidential&Light c• `rciai'HY Ite11 ® c0F Inc.. an 1 N 55304 ,-, m� . ..: 1r ,;;To ..,el '— _ . ' €. A IF,. .. Detailed Room Loads - Room 9 - Lower Level (Average Load Procedure) P ener )' t rE, .s' as % .. '0,. ' ° n' ' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,031.0 sq.ft. Supply Air: 279 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 16,248 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 30 CFM Runout Air: 93 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 23 CFM Runout Air Velocity: 474 ft./min. Percent of Supply: 8 % Runout Air Velocity: 474 ft./min. Actual Winter Infil.: 43 CFM Actual Loss: 0.141 in.wg./100 ft. Actual Summer Infil.: 34 CFM item l Armt t - . ,Descnptia _':',-;,-,-:';----'z---:_ _ .n. .t uantl a. <a2.e .I €s E.EM ? 1' _ a. ,. e, . � 1N N -Wall-1560-10sf-8 54 X 8 432 0.050 4.4 1,879 0.0 0 0 E-Wall-1560-10sf-8 42 X 8 336 0.050 4.4 1,462 0.0 0 0 S-Wall-12F-Obw 54 X 8 365.4 0.065 5.7 2,066 0.6 0 228 W-Wall-1560-10sf-4 42 X 4 168 0.054 4.7 789 0.0 0 0 W-Wall-12F-0bw 42 X 4 153 0.065 5.7 865 0.6 0 95 S-GIs-4a shgc-0.34 0%S (2) 24.6 0.320 27.8 684 19.9 0 490 S-GIs-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 20.0 0 838 W-GIs-4a shgc-0.34 0%S 15 0.320 27.8 418 36.3 0 544 Floor-21A-20 1 X2031 2031. 0.027........ 2.3 4,771 0.0 0 0 Subtotals for Structure: 14,103 0 2,195 Infil.: Win.: 42.5, Sum.: 34.4 600 6.582 3,949 0.857 849 514 Ductwork: 1,656 0 AED Excursion: 271 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,050 1,500 Lighting: 300. 1,023__. Room Totals: 19,708 2,299 5,963 C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM . -��� Qr� P' Light\iSF�FiR�erci 13A1 _ K € €k33 K`3 1I33333N G+3: - -€-,�• € U. 3r ttte- B -...'',1-,..;-57 -101:104t,Inc`-€i -4109W-1 h I lnc ,� �i a = 4 5 �i��3 .... � _ �E„ ':� ': 'mss .� �` ���',. �"sq6 e Detailed Room Loads Room 2 - Main Level (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,031.0 sq.ft. Supply Air: 738 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 18,279 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 53 CFM Runout Air: 105 CFM Percent of Supply.: 7 ok Runout Duct Size: 6 in. Actual Summer Vent.: 60 CFM Runout Air Velocity: 537 ft./min. Percent of Supply: 8 % Runout Air Velocity: 537 ft./min. Actual Winter Infil.: 122 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 99 CFM ' L.1 '' 11, 'Ir'77, '''4;:y-illt'4;.irS0--E v %,%-----i-Vi € = a 1 , _ ,,, 1,i €3. ,3 3 Qua` Er. :' alue.�. ,,--,14,,IE TM 3.,,,3, �� N -Wall-12F-Obw 54 X 9 414.5 0.065 5.7 2,344 0.6 0 259 E-Wall-12F-Obw 42 X 9 353.6 0.065 5.7 2,000 0.6 0 221 S-Wall-12F-0bw 54 X 9 306.8 0.065 5.7 1,735 0.6 0 191 W-Wall-12F-0bw 42 X 9 349 0.065 5.7 1,974 0.6 0 218 N -Door-11 G 6 X 7 42 0.540 47.0 1,973 13.5 0 567 E-Door-11 N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -Gls-4a shgc-0.34 100%S (2) 24.4 0.320 27.8 678 10.9 0 266 N -GIs-4a shgc-0.34 100%S (2) 5.1 0.320 27.8 142 10.9 0 56 E-Gls-4a shgc-0.34 0%S 3.4 0.320 27.8 94 36.3 0 122 S-Gls-4a shgc-0.34 0%S 5.3 0.320 27.8 147 19.9 0 105 S-GIs-4a shgc-0.34 0%S (2) 25 0.320 27.8 696 19.9 0 498 S-GIs-4a shgc-0.34 0%S 20.5 0.320 27.8 571 20.0 0 409 S-GIs-4a shgc-0.34 0%S (2) 20.5 0.320 27.8 570 20.0 0 410 S-Gls-4a shgc-0.34 0%S 8.6 0.320 27.8 239 19.9 0 171 S-Gls-4a shgc-0.34 0%S 25.1 0.320 27.8 698 19.9 0 500 S-Gls-4agdoor shgc-0.34 0%S 21 0.320 27.8 585 20.0 0 419 S-Gls-4a shgc-0.34 0%S (3) 9.8 0.320 27.8 270 20.0 0 195 S-GIs-4a shgc-0.34 0%S (3) 43.5 0.320 27.8 1,212 19.9 0 867 W-GIs-4a shgc-0.34 0%S (2) 29 0.320 27.8 808 36.3 0 1,052 UP-Ceil-16B-44 2031 X 1 2031 0.022 1.9 3,887 1.1 0 2,189 Subtotals for Structure: 21,262 0 8,899 Infil.: Win.: 122.5, Sum.: 99.1 1,728 6.581 11,372 0.856 2,444 1,480 Ductwork: 2,993 0 AED Excursion: 716 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,500 2,500 Lighting: 500 1,705.. Room Totals: 35,628 4,344 15,760 C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM ;jl-344m — „. - , System 1 Room Load Summary Htg ”. €lpoo€ € Er 1 p �y _t h r N�',' ` ^y&Ve CE".. 3 m _ F Et A_ ---Zone 1--- 1 Lower Level 2,031 19,708 282 3-6 474 5,963 2,299 279 279 2 Main Level ....._.. 2,031 35,628__..... 510 7-6 537 15,760.... 4,344 738 738 Ventilation 7,707 1,240 2,048 Humidification 3,838 Return Duct 4,649..... 0 0 System 1 total 4,062 71,529 792 _....._.. 22,963..... 8,691 .._..._ 1,018 1,018.... System 1 Main Trunk Size: 12x15 in. Velocity: 814 ft./min Loss per 100 ft.: 0.100 in.wg :. �t € _ 4•kap L a,: r; ;1 sM_.P«. , ,,,€.€„ Plat €.. ..,'i' , , .` -- `tu :I. Net Required: 2.64 73%/27% 22,963 8,691 31,654 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\slykke\Desktop\3776 Wescott Cir.rh9 Thursday, July 12, 2018, 7:58 AM ARCPU IPAlb AM IILO -nut tWiligAn 11 111V Ventilation Makeup and Combustion Air HEATING,COOLING&PLUMBING ''Craititig Omens Cnyi t"Sitar /985 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address 3776 Wescott Cir Date 7/12/18 Contractor McDonald Construction Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 4062 Total required ventilation 165 finished or unfinished) _ Number of bedrooms 4 Continuous ventilation 83 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 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (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 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. 1 Section B Ventilation Method (Choose either balanced or exhaust) 03alanced,HRV(Heat Recovery Ventilator)or ERV(Energy Eaxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: mldta 117 High cfm: ,�92 Continuous fan rating in cfm(capacity must not exceed p continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent BROAN HRV 190S Mech.Room Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. BROAN Honeywell 2 Section E Make-up air Passive (determined from calculations from Table 501.3.1) E Powered(determined from calculations from Table 501.3.1) 0 Interlocked with exhaust device(determined from calculation from Table 501.3.1) Ei Other,describe: NOT REQUIRED Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings,see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 4062 (including unfinished basements) Estimated House Infiltration(cfm): 609 [lax 1b] 2. Exhaust Capacity a)continuous exhaust-only N/A 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 240 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 609 above) Makeup Air Quantity(cfm); [3a—3b](if value is negative,no -234 makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1 —36 1—22 1 —15 1 —9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101—143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111 —142 10 w/motorized damper Passive opening 540—679 333—419 231 —290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code(No atmospheric or power vented appliances) Q Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX 0 Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace, Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: Ebraft Hood QFan Assisted Q✓ Direct Vent Input: 80000 Btu/hr or Power Vent Water Heater: IDDraft Hood El Fan Assisted Direct Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 968 ft3 Lx W x H L W H Step 3: Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4: Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: 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 5. 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: 55,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 4125 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) /4125 =.23 Ratio=968 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - .23 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: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 /3000 Btu/hr per in2= 18.3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=18.3 x.77 = 14.09 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD= 1.13 4 Minimum CAOA= 4.2 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 y IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method (cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 _ 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 _ 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125; 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 _4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 _ 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 _6,188 17,325 8,663 170,000 8,500 12,750 _6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Willow Ridge Lot Number 11 Block Number 1 Address 3776 Wescott Circle Builder McDonald Construction Phone Number: 612-701-7911 Contact: Bill Winter Tree Protection Requirements: X Tree Protection Fencing Installed on Site (orange silt fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Five (5) Category A trees; One (1) 2.5" caliper Northwood Red Maple tree and four(4) 12' height evergreen trees (spruce or pine) (to be installed following completion of the proposed retaining wall construction). Attachments: X Yes (Refer to attacEiliGAN FORESTRY DIVISION No REVIE Ea Additional Notes: BY H:\ghoa\�lafil,�reI"Eree Preservation Plan Willow Ridge.Lot 11 frock o ry":o'pa^ roa-t b0uNjvj _- ^ o ` i i ° au 3 n- n C: r in's'c.dcng - °s3.om m ' "fah a--.°� 3°°uD r^^-29 O 'LI r ° e o o aUtility easement per/� g":1._.0 '82.`731502'827,E 0 '_ ^ Doc. No. 665950 I w ,o� r`a � -e�2'o"0 \ • n osn' I '.�« ^030".° mm�3n \1V ` irt gx��l l0l ° .. o ir.°o oa oar.no''o• v �x g r ((�� rr++ =ttJyN�; vl m 2 � „..S .,mcg N fo• " '',....1 g 'co Jn g P , Ctl�Lr�l_O, ' lH-t<— __ ng _iiAa m za,° rf 1 J do CJC, "x W.Jx --I[ Cbz o I ° r a ' t.0' P. 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( 7 u' 5 a at r I y 2 V 9. N00°33'54"W 76.80 .I __7;1 m-c m xF Existing l _ _ House 3 vl 3 11xx D .g m `t lementemomesemmebv ^9 1 IZNEER e,,,,,,neeri PA Lot 11, Block ,. •• wa n ` 'S $ WILLOW RIDGE AT WESCOTT Certificate of Survey for: according to the recorded plat thereof 2422 Encecprise mire Pit.:(65g691-1914 Dakota County, Minnesota McDonald Construction Inc Mendota Heights.MN 55120 Bic 1651)6814488 7601 145th St W ww.pxxtlaexg.com Address: 3776 Wescott Circle, Eagan,Minnesota Apple Valley,MN 551247599 Project N:117016006 'Folder 4:8056 maven 6 M'vf House Model: Elevation: Phone:(952)432-7651(Ru:(952)432-1368 s Buyer. Diamond ©Pioneer Engineering rzt, 1 I 61 g g � , .�� '' ` t 4 ' '-. A * .., k,., %. o N. � _ t- • � N ii il! A. 1 at i .1.111' f lou)Iv ....-- 1 %Ct., o . b .` t- i ...ii.i...- t,.....,,,,. • g tr-- 1 �t.:4: :;::E!*E,::ii:° 'fir 1, • .o-E` .:!!.!!is R;S i $i >: -.� - :<. . .!!!!! • • �+..4„, -4 ..... 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E;01.04 de 0 ❑ • Show all easements of record and any City utilities within hose easements ,f+1 0 ❑ • Setbacks of proposed structure and si.- and setback of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: i Date( J/ G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 ( !WAIF .01.11.1,0.1-9-01.1.d.1..isitAJM(71 puowoia :Jai(ng MI IN:,(q umelQ 9508#iaPiod 90091OL 11:#;aafoid 89£i-Z£17(ZS6):Xed/IO9L-Z£17(Z56):auoud :uoi}Dne13 :ppoh asnoH 665L-17ZTSS NA 'A°EPA aTddV D}osauulw 'uo6o3 'a Iwo }}oosaM 9LLc :ssa.ippy uzoo•suaiaauoid•mmm AA Is 111S17T 109E 88176-189(1 9):Xud OZISS Nisi`siOpH uloptiow 0111 uononLisuoj muO.QoJAT1 Dlosauu1 `icluno3 D}O)tDQ t'16I-I89(19): ua34113 asudaaaug ZZ17Z J.00.*1.11. laid pap.00aay} o} 6uip0000N :Jos} /coning j0 21L31. �aD 1100S3M .1.V 39412M0I11M SIJ3SHJNtl 360W1141/1 SNOA3A3(IS tINV7 SIONNYld ONV1 S3NIONa 1N J `d'd`,�ZIT..IaB?,11,�L1a�a��T T� \n `I >13°18 'll. 101 X11�1�i1 70 N asnoHr) mmm 11}six3 a 02'9L - J M„sQ,cco00N - ori ,ri rn � (0'I06) a Ic m P ' __. 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Jeffrey Wheeler From: Bill Winter <billw@mcdonaldconstruction.com> Sent: Friday, January 11, 2019 2:32 PM RECEIVED To: Jeffrey Wheeler JAN 0 9 7019Subject: 3776 WescottL-Brace wall Follow Up Flag: Follow up / /s # /5/ 6 Flag Status: Flagged From:Trevor Axner<trevor@hansongroupmn.com> Sent:Tuesday,January 8, 2019 12:26 PM To: 'Bill Winter' <billw@mcdonaldconstruction.com> Subject: Re: Eagan Bill, Regarding the questions for the Diamond Residence interior braced wall panel between the powder room and closet: For the attic blocking above, if they add a 2x4 on top of each of the existing flat blocking members nailed down into the existing blocking with (3) nails,that will suffice as full depth blocking. For the basement blocking below, if there is minimum 2 1/2" left of the notched blocking member remaining,that will be sufficient, otherwise add an additional 2x4 aligned tall adjacent to it on the far side of the picture and fasten to the side of the existing blocking with (3) nails. Any questions, let me know. Thanks, 1 Trevor Axner, PE SE LEED AP° Structural Engineer The Hanson Group LLC Cell: (612) 859-8849 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 T H E IH A N S O N GROUP structural engineers From: "Bill Winter" <billwt mcdonaldconstruction.com> Date:January 7, 2019 at 4:24:34 PM CST To: "Nick Hanson" <nick.hanson@hansongroupmn.com> Subject: Eagan Hi Nick, The attached pictures show the blocking in the trusses laid flat and we had to notch one floor block out for a heat run. The inspector want an okay from you. Let me know if this will work or if we need to do something different. Thanks Bill 2 Jeffrey Wheeler From: Bill Winter <billw@mcdonaldconstruction.com> R E CE I V E b Sent: Friday, January 11, 2019 2:30 PM To: Jeffrey Wheeler JAR 00 2019 Subject: Brace wall 3776 Wescott cir. g 16/�c�G Attachments: 43041.jpeg;43043.jpeg;43042.jpeg Follow Up Flag: Follow up Flag Status: Flagged Hi Jeff, Here are pictures of the added blocks in the trusses.The notched blocking in the floor has 2 5/8" of wood left. Let me know if all is good Bill 1 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA154446 Date Issued:03/22/2019 Permit Category:ePermit Site Address: 3776 Wescott Cir Lot:11 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-110 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. 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In m rn / C a) o S O C 'p a 00 � I I / u7 �i•o u o m ° oo.° o o m I )KOs - £'906 X N, E k u -o aci a-O U N m a` s 'x 9L06 x e� 5.30 a, 0 ' o o —> °34137'' (v o 01 cn U o,) c v) co II in \ *' ^ \ i x O1 J E a 7 aci� O a-°i °) c. m y Ir01• \\I1Xm � rn is( oc ° oELo Ea o 0 I ° \ C c O a) N a) o -c V \ x 056599 ON 0°0 0 o•y o - o o -o a s 0 v) O O (.) > N s 7 .+� O ,/.lad }uawasoa A}iii}0 asnoH ai a)-c 1° a) o 2 co aE) o. n 0 `o / 0 E 0 0' a) o > 0 0 0 >, o 6ui}slx3 0 0 0 ° o-0 �°°.� n m ° c > 0- c / r1 C-0 >.� o- p° O p N d O L J a) a) T._ N C O r Q a) N U N O N 0 ....... 0 — ° O U to O _ 7 U C C_ L O ° 0 C o 0 _ C t•-'° c 0 7 E c o a) 0 C C O O N ° > C O N I i p 0 > > 00 Q to C N 0•C — 00 U 0 11 V _ — _ — — _ — _ — — — — _ _ — — Q (/1 to a) ..+ N N O O.O _ —-° ° O= O Csl 0 8 22 E E O c. '7•-' cn (, ‘- g O O II ZY m E in o o> aT)t_ac c.2 o °w o -mmillelliallIMINIE O Cl)Y 0 0 O 7 a a V) a) a) a) °, 1 .-1 'U 0 0 0 0 Z c-o u' o o a)-O 0_ ° c.0 ''1 Lop 3 _ 0 0.L N m O 0 N N-° ° o-0 ° ° O 1E 0- V O O 0) lc C a) o c c s/)Q Q< c 0 O-F- 0 0_ ` Q Z > F- >CO 0 O a) x ., O- j 0 o Q Cn o`-NM 4Iai to 0 � dN NM N 0 4 N C1.[) 0 c 3/31/19 Regarding master shower preparation at 3776 Wescott Circle,Eagan Minnesota: My name is Daniel Kinsey. I work as a tile setter at Vinge Tile and Stone at 6915 146th street west, Apple Valley, Mn. Regarding the preparation of the master shower I will describe the products and processes I used in preparing the shower for tiling. I first cut notches in the corner framing to make space for the pvc pan liner that is later installed. Then after applying a layer of thinset cement which improves the adhesion and ofthe prefloat cement, Ipacked down and sculpted a layer of Tilecrete cement level stabilityp around the perimeter and sloped to the drain. I then placed a pvc shower pan liner on the prefloat cement, folded up the wall framing 8 inches and and nailed to each stud at the top of the liner. in each Inside corner I pleated the pan liner and tucked it into the notched stud and nailed it in place at the same height.At the transition between shower floor and bath floor the liner is trimmed down to the height of the bath floor. I then sealed the pan liner at the drain with pvc cement and bolted the assembly together. The final step of drain assembly is to thread the portion of the drain you see after tiling into the drain assembly with a Mortar Drain debris filter underneath. I then hung half inch thick cement board on the walls using 1 '/z inch galvanized nails every six inches in the field and every three to four inches along the edges. I then applied fiberglass seam tape to all seams and skim coated with thinset mortar to link all members strongly. Afterwhich I applied the final layer of Tilecrete cement at the height of the bath floor and sloped to the drain with a pitch of 1/4 inch per foot of run. After curing overnight , I brushed a heavy coat of Red Gard water proofing membrane to the shower floor, up inside corners four to five feet and up the walls eight to twelve inches.At the transition area I applied Kerdi water proofing membrane extending a foot or more into the shower and 18 to 24 inches onto the bath floor. I then applied Kerdi banding where wall meets floor in the transition area for a similar distance. On the side of the doorway with a jamb I ran Kerdi banding up the jamb around four feet and applied two Kerdi outside corners to the corners of the jamb all of which is to prevent water migrating to unprotected areas. Signed, Daniel Kinsey 61-72.4c/ ///7 `-040) f/(1-"j 67 nro (groC 1