Loading...
2026-00024ADDRESS PIN LEGAL DESC PERMIT TYPE PROPERTY TYPE CONSTRUCTION TYPE CITY OF MONTI-CELLO 505 WALNUT STREET MONTICELLO, MN 55362- 3) 295-3060 FAX: (763) 295-4404 4417 86TH ST NE 155264004160 EDMONSON RIDGE LOT 016 BLOCK 004 BUILDING SINGLE FAMILY -DETACHED NEW CONSTRUCTION VALUATION : S 322,674.37 NOTE: NEW CONSTRUCTION SINGLE FAMILY HOME: 0 SQ FT FINISHED BASEMENT 1024 SQ FT UNFINISHED BASEMENT 1024 SQ FT FINISHED MAIN FLOOR 1277 SQ FT SECOND FLOOR 96 SQ FT OPEN PORCH 475 SQ FT GARAGE FIREPLACE: YES A/C: YES MECHANICAL: 10 PLUMBING: 21 WATER METER 1 (MAIN) 1.00 WAC UNITS 1.00 APPLICANT JP BROOKS HOMES 13700 REIMER DRIVE SUITE 100 MAPLE GROVE, MN 55311- 763) 999-7153 OWNER LSW INVESTMENTS LLC 4065 CHELSEA RD W MONTICELLO, MN 55362- AGREEMENT AND SWORN STATEMENT I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. I understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Applicant /''J Date 5 Bldg Official Date 2 0 2 6— Q 0 0 2 4* DATE ISSUED: 01/15/2026 Permit #: 2026-00024 SAC UNITS 1.00 BUILDING PERMIT FEE 2,378.00 PLAN REVIEW 1,545.70 STATE SURCHARGE, BLDG VAL 161.34 SAC FEE 30% 1,449.90 SAC FEE 70% 3,383.10 WATER ACCESS CHARGE, RESI 2,153.00 COMB CONNECTION FEE / RESI 130.00 SEWER / WATER EXCAVATION PERMIT 130.00 CONTRACTOR LICENSE VERIFICATION FEE 5.00 ASSESSMENT SEARCH FEE 60.00 UTILITY LOCATE FEE, RESI 50.00 WATER METER 1 (MAIN) 475.00 MN STATE SALES TAX (MTR1) 37.41 TOTAL 119958.45 Payment(s) CHECK 24646 11,958.45 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF mofiticeRo 13UILDING SAFETY 505 WALNUT STREET, SUITE 1 City Hail (763) 295-2711 NTI , MN 55362 PERMIT # 3060 Fax (763) 295-4404 BiTILDING PERMIT APPLICATION Please Print - INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. SITE ADDRESS: e AS I% ZONED LEGAL: Lot Rio Block y Plat Moe, oe). Property Owner Name: JP Brooks Builders Phone: 763-285-4790 Address: 13700 Reimer Drive city: Monticello State: MN Zip: 55311 Contractor Name: JP Brooks Builders Phone: 763-285-4790 State License #: 656554 E-Mail: shelly@jpbrooks.com Address: 13700 Reimer Drive City: Maple Grove State: MN Zip: 55311 Eng./Architect Name: Phone: Address: City: State: Zip: Plumber Name: Northwoods Plumbing Phone: 763-717-8757 Address: 30799 73rd Street City: Pierz State: MN Zip: 56364 Mechanical Name: Recher HVAC Phone: 612-802-6525 Address: 1125 Mississippi Drive North City: Champlin State: MN Zip: 55316 Type of Work Type of Construction Building Information R New Single Family Use of building 0 est`J e h«'- Addition Duplex of stories VV'..- :,1rV Alteration Multi -Family Floor area sq. ft. 2aO ,L;' 'I.4 Repair Commercial Estimated value - _ . „_ „_ ElMove Industrial of construction $.Z/ 4741..tZ Other Other Description of work: r u Z ( wS 4'O i `( Viome, In1 , - !, v tti N r h S C C b' L S e w C h i- G r 1L tk 5 cLS; ri, P 16t C L I hereby apply for a permit for construction as described and acknowledge that the information I have provided above is complete and accurate. I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Laws of the State of Minnesota; and that I understand that this application is not a permit and that the work is not to start without a permit. I further understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public proper ' luding but not limited to curb, sidewalk, public utilities and signs will be repaired at my expense. Applicant Signature SEE BACK FOR P MBING I AND MECHANICAL INFO. Application Date N APPLIC,AN]'.9 Please show fixtures that are cable. Fire Suppression : (if applicable) I Plumbing: (if applicable) No. Fixture Type No. Fixture Type Sprinkler Heads Water Closet (toilet) Other/Special FSDevice Bathtub Lavatory (wash basin) Shower L Kitchen Sink 1 Dishwasher Laundry Tub 1 Clothes Washer Water HeaterFireAlarm: (if applicable) O Urinal No. Fixture Type 4 Drinking Fountain t Floor Drain Slop SinkofDevices Other Z Outside Faucet 2,1 TOTAL Future Owner Information: Name: Address: City: State: Zip: Phone #: Mechanical. (if applicable) No. Fixture Tvoe Furnace Gas Meter 0 Range Hood Gas Range Water Heater Air Conditioning I _ Mech. Fireplace Bathroom(s) Exhaust Fan Air Exchanger Dryer Gas Opening w/o Fixture l u TOTAL FOR CITY USE ONLY Tree Ordinance Handout Yes No Other Handouts Yes No DDITIONAL INFORMATION: aluation: onstruction Type: ccupancy Group: '^ ivision: 4 12-1 De j quare Footage: Zf OVAS. M of Stories:s'g , of Residential Units: laximum Occupancy: ire Sprinklers: Yes Wo ff-Street Parking Covered: ff-Street Parking Uncovered: Z Zoning: Building Official: Total Due CITY OF Monticello 2025 Residential Building Permit Calculator Address: 4417 86th ST NE, Monticello, MN 55362 Legal: Lot 16 Block 4 Edmonson Ridge, Monticello 1=Yes 0=No Ne,vv Residence: I House Type: Two story, Lookout 1=Yes 0=No 1=Yes 0=No Permit Applicant: Contractor: I Plan Review: 1 Owner: 0 Master Plan: 0 Master Plan Review = 25% qfBuilding Permit Fee) Crawl Space 0 $ 15.27 Unfinished Basement Area 1,024 $ 16.50 16,896.00 Finished Basement Area 0 S 44.05 Main/First Floor Area 1,024 $ 125.00 128,000.00 Second Floor Area 1,277 $ 115.00 146,855.00 Detached Garage 0 $ 60.00 Attached Garage 475 $ 47.33 22,481.75 Garage Conversion to Living Space 0 $ 47.44 Carport/Gazebo 0 $ 30.90 Pole Barn 0 $ 19.03 Shed - greater than 200 SF 0 $ 40.00 Lean -to -Shed 0 $ 13.25 Basement Finish Only 0 $ 16.00 Remodeled Area 0 $ 17.39 Porch (open) 96 $ 36.97 3,549.12 Porch (3-Season) 0 $ 60.00 Porch (3-Season on Existing Deck) 0 $ 55.00 Porch (Screen Porch/Breezeway) 0 $ 58.48 Solarium 0 $ 94.90 Deck 0 $ 20.00 Deck (Screen In & Roof Over Existing) 0 $ 29.80 In -Ground Pool 0 $ 23.18 Above -Ground Pool 0 $ 11.31 Fireplace - Mechanical/Gas 1 $ 4,892.50 4,892.50 Fireplace - Masonry 0 $ 22, 660.00 Elevator/Lift/Other 0 CALCULATED BUILDING VALUATION $ 322,674.37 1 = Yes 0 = No Water Hook-up 1 Sanitary Sewer Hook-up 1 FEES: BUILDING PERMIT - 1997 UBC FEE SCHEDULE PLUS 6% 2,377.10 PLAN CHECK 1,545.12 CONTRACTOR LICENSE VERIFICATION 5.00 STATE SURCHARGE 161.34 SUBTOTAL 4,088.56 SEWER FEE [SAC] 4,833.00 WATER FEE ]WAC] 2,153.00 WATER / SEWER CONNECTION FEE 130.00 SEWER/WATER EXCAVATION PERMIT FEE 130.00 ASSESSMENT SEARCH 60.00 UTILITY LOCATES 50.00 5/8" WATER METER & SALES TAX 510.03 SUBTOTAL TOTAL FEES CALCULATED 11,954.59 Escrow Amount - (Winter Only) TOTAL AMOUNT TO BE PAID TO CITY 119954.59 Description Building Permit Fee State Surcharge, Building Value Assessment Search Fee Plan Review SAC Fee 30% SAC Fee 70% Water Access Charge, Residential Comb Connection Fee, Residential Sewer/Water Excavation Permit Contractor License Verification Fee Utility Locate Fee, Residential Water Meter 1(Main) MN State Sales Tax (Meter 1) Total 4417 86th Street NE Permit 2026-00024 City of Monticello Permit Quote Quote Date: 1/14/2026 Fee 2,378.00 161.34 60.00 1,545.70 1,449.90 3,383.10 2,153.00 130.00 130.00 5.00 50.00 475.00 37.41 11,958.45 IDLV ZG /M &I V I Address: q417- %1h st 96 Builder: ip Bm&S Two sets Building Plans it ftalz Two sets Surveys Survey sent to Engineering for review: Survey approved by Engineering: Energy Calcs J Digital Plans: Plan Review letter generated Review completed by Building Department Permit fees calculated 7i Z Plan Review Checklist Plan Review Letter: V HVAC Loads Correct percentage of Brick & Stone % — 11l-Z L Received by Building Department: i Applicant contacted: Date Address House size and finishing details E C verified HVAC Loss Calcs verified Footings and pads highlighted Point loads Any balloon framed walls and stud spacing? Special stairway framing Details on braced walls Blocking on floor framing earing wall blocking and bracing 1 Verify any tempered glass Valuation report completed Contact applicant for revisions or questions: I What: Who: Date Contacted: I Due Date for Revisions: Please provide the necessary information by this date: If not received by that date, the application will be removed from the review process and will be treated as a new permit when the information is provided. The review timeframe will start over at that time. Valuation and size entered on front page of application Note finished or unfinished basement on front of application Second page of application: Verify fixtures match plan: plumbing, mechanical, alarms Compete " Additional Information" section Approved COS survey received from Engineering Plan Reviewer's Initials: Monticello BUILDING SAFETY RESIDENTIAL PLANS EXAMINING REPORT 505 Walnut Street, Suite 1 MONTICELLO, MN 55362 Date: 1/14/26 City Hall (763) 295-2711 Building Inspections (763) 295-3060 JP Brooks M" 4417 89th Ave NE Monticello, MN 55362 Contractor: JP Brooks 13700 Reimer Drive Maple Grove, MN 55311 Telephone: 763-285-4790 BASIC PROJECT DESCRIPTION: Single family 2 story Unfinished, Lookout basement 4 Bedroom plus office 2,301 Sq ft Finished 1 1 Pa e Bldg Building, Mechanical & Plumbing Bob Ferguson — Chief Building Official 763) 271-3214 Bob. Fer uson aMonticelloMN.gov Wayne Kalla — Inspector/ Plan Reviewer 763) 314 -0908 Wayne.Kalla(cLMonticelloMN.gov Mark Gerber — Inspector / Plan Reviewer Mark. Gerber(dMonticelloMN.gov 763) 271-3222 Steve Kowalczyk — Inspector / Plan Reviewer 763) 271-3253 Steve.Kowalczyk(a ,MonticelloMN.gox Amy Biren — Building Permit Technician 763) 295-3060 buildingdepartnient a;MonticelloMN ;g`ov review Electrical Dennis Shafer — Electrical Inspector 763) 402-5732 outside of city 443 Lafayette Road North, St. Paul, MN 55155 Office Hrs: 7-8:30am http://www.dli.mn.gov/business/get-licenses-and- ermits/ ermits CDD Land Use/Site Design/Landscaping Angela Schumann — Community Development Director 763) 271-3224 Angela. Schumann(aM onticelloMN.gov AM. Bob Ferguson — Zoning Administrator 763) 271-3214 ALi _'__ 9 - - . - - .. - o. Engr/ Grading, Paving, Drainage & Matt Leonard- City Engineer 763)-271-3271 PW Utilities Matt.LeonardCctMonticelloMN.gov Ryan Melhouse — Project Engineer 763) 271-3227 Ryan. MelhouseAMonticelloMN.gov Mario Frucci — Engineering Technician Mario. Frucci(oDMonticelloMN.gov 763) 271-3213 Mat Stang - Water & Sewer Superintendent 763) 271-3274 Mat. Stang(a)MonticelloMN. goA mm_. The plan review accomplished as indicated in this record is limited to those code sections specifically identified herein. This record references commonly applicable code sections. It does not reference all code provisions which may be applicable to specific buildings. This record is designed to be used only by those who are knowledgeable and capable of exercising competent judgment in evaluating construction documents for code compliance. The following notations refer to design submittal documents as presented in application for a building permit. This report is not to be considered conclusive with respect to review of plans and specifications to assure compliance with Minnesota Building Codes and Minnesota Fire Codes. Please retain a copy of this report on -site, attached to the Approved Job Copy of Page the Building Plans and Specifications. This review is for Building Construction Permit review only. All other reviews will be conducted with their respective permit applications. See note #1 below. PLAN NO. DEPT SHEET/ CODE SECTION COMMENTS SPEC. SECTION 1 bldg n/a general All job debris must be contained on -site and, in a dumpster, or covered, fenced area note Bldg n/a general Building Official review and authorization required prior to changes, modifications, 2 note or alterations. hhl"' n/a general NOTICE: This building must not be occupied until a Certificate of Occupancy has3 note 1300.0220 been issued. bldg n/a general Final Building, Plumbing, and Heating inspections must be completed prior to4noteoccupancy. The owner or contractor must be present for final building inspection. s bldg n/a general IFGC 406 Gas piping pressure test required: 25# for 10 minutes on residential construction. note bldg n/a general Separate applications and permits Required for Sewer / Water Connection, Heating6noteA/C Systems, Plumbing, Fire Alarm Systems. Bldg n/a general MR 1322.1101 A building certificate, showing energy code compliance information, must be posted 7 note Subp 15 in a permanently visible location prior to final inspection 1101.8 Bldg MN Statute Carbon monoxide detectors must be installed in accordance with MN Statute §299F 8 299F .50 50 R315 bldg Buildings must be constructed per current building codes. 2020 MN State Building Code including: n/a general 2020 MN Residential Code 9 MR 1300 2023 National Electrical Code note 2020 MN Plumbing Code 2020 MN Mechanical Code 2020 MN Fire Code bhl"' All bottom wall plates in contact with concrete or masonry shall be decay resistive. 10 R317 All metallic fasteners and mechanical connections in contact with ACQ pressure treated lumber must be approved for such use. 11 ll `l'r IRC 602.10 Walls shall be braced in accordance with IRC 602.10 or Engineered Plans bldg n/a general Post Address Card Visible from the street, maintain until the house numbers are 12 note installed. bldg n/a general Engineered Roof Trusses: Provide a Copy of the Approved, Certified Truss Plans for13 note framing inspection. bldg n/a general State Board of Electricity: Separate Permit and Inspections Required for Electrical14 note work. 15 bldg Maintain 6" Earth to wood separation Eng Erosion Control Required: Install erosion control per proposed survey prior to 16 foundation inspection. Rock construction entrance and site perimeter controls such as silt fences are required. Maintain erosion controls until landscaping is completed. 3 1 Page PLAN NO. DEPT SHEET/ CODE SECTION COMMENTS SPEC. SECTION bldg Vent Pipes: The vent pipe shall be primed and glued at all fittings and shall extend up from the radon control system's collection point to a point terminating a minimum of 12" above the roof. The vent pipe shall be located at least 10' away 17 from any window or other opening into the conditioned spaces of the building. Vent pipes routed through unconditioned spaces shall be insulated with a minimum of R-4 insulation. Vent pipes within the conditioned envelope of the building shall not be insulated. 18 t( R312.2 Window Fall Protection Required for all windows 6' above grade with sill height of less than 24", maximum opening must be less than 4". 19 bldg WARNING: Call Before You Dig! Gopher State One Call 651-454-0002 20 bldg. Blower Door Test Required: Prior to final Inspection — Air Leakage Rate Must Not Exceed 3 Air Exchanges Per Hour. 21 bldg Flash between House and Stoop. 22 bldg R319.1 Install House Numbers: 4" minimum, visible from street. 23 bldg Fireplaces: Must be inspected prior to wall enclosure or when smoke chamber / damper areas are exposed. 24 N, Solid Block Between Wall Studs at Vaulted Truss Bottom Chord. 25 d", R302.11 Fire blocking Required: Cut off concealed draft openings between stories and attic. Close horizontal to vertical penetrations. 26 R301.1 Carry Concentrated loads to foundation — Concentrated loads must be solidly blocked and carried continuously to foundation. 27 f'f Slope garage floor to Overhead door or to floor drain. (no trap / dry pan drains to daylight; schedule 40 pipe required). 28 b/`/' R402.4.1.1 Hardboard Backer Required behind tub / shower. 29 h/`I' Seal and Secure Sump Pump Basket Cover. 30 bldg R506.2.3 Vapor Retarder: Required Under Floor Slab (Exception unheated spaces). 31 R405.2.3 Drain Tile to Sump Basket: Install pump with rigid piping to house exterior. Install flexible hose connection extending to drainage area away from the foundation wall. 32 R1303.2402 Provide power receptacle & switched light in attic or other unconditioned space for Subpart 6 future active radon ventilation system. Radon gas vent pipes shall be provided with space around the vent pipe for future fan 33 R 1303.2402 installation. The space required for the future fan installation shall be a minimum of 24" in diameter, centered on the axis of the vent pipe, and shall extend a minimum distance of 3 vertical feet. 34 R 402.1.1.3 Poly Slip Sheet Required over non -draining insulation. 35 R802.11 Install truss clips at each truss and girder end unless otherwise specified by the truss manufacturer. R402.2.3 For air permeable insulations in vented attics, a baffle shall be installed adjacent to 36 MN Res.Energy soffit and eave vents. The baffle shall extend over the top of the attic insulation. code 37 bld> R703.2 Install weather barrier / House Wrap: Cover all exterior wall sheathing (exception: Detached Accessory Buildings) Page PLAN NO. DEPT SHEET/ CODE SECTION COMMENTS SPEC. SECTION Bldg Anchor Bolts or Manufactured Foundation Straps Must: Engage 2nd course of 38 R403.1.6 concrete block masonry. Be located at each core fill / be spaced 6' on center, 2 anchors per plate, 1 anchor within V of each end. Exterior non -draining foundation insulation requirements: Shall have a rigid, opaque, and weather -resistant covering to prevent degradation of the insulation's thermal 39 bldg R 4021.1.3 performance. The protective covering shall cover the exposed exterior insulation and extend a minimum of 6" below grade. The insulation and protective covering system shall be flashed in accordance with IRC section R703.8. DRIVEWAY REQUIREMENTS: zoning Meadobrook The Establish maximum driveway widths of 20' for the two -car garage lots 40 Zoning Ordinance overall, and 20' at the curb line/curb cut line for three -car garage lots as part of the PUD. bldg Floor joists and blocking shall be connected to the sill plate at the top of the wall 41 R404.1 1-4 with an approved connector with listed capacity meeting top of wall reaction in table R404.1(1). Spacing of blocking shall be in accordance with table R404.1(1). 42 bldg R314.3 If the office is to be used as a sleeping room. A smoke alarm is required in accordance to section R314.3 5 1 Page New COristruGfion Energy code Compliance Certificate Per R401.3 Certificate_ A building certificate shall be posted on or in the eechical dlstribut1on Date Cepanel_ lriTfrcafe Pos MaiIingAddress of the Dwelling or Dwelling VD-1:t PlaGe your Name of Residential Go niractor Iogo here - J1 C1 V JP gr°GkS MN License Number BG 686554 ERMAL ENVELOPE RADON CONTROL SYSTEM ClteckAAThatApply passive (No Fan) o Active ve ( fan and monometer co CDLorothersystem monitoring device) aLocation ( or future Tocati°n) of Fan cam _ ri m Attic R O CD O 0 0 QMLn _U 'iQ G Insulation Location > o O u m T aip2oZ >z u o arasUm C Ix oEazICUcnC m al m Below Entire Slab IS 0 ill z LL iz u tr Other Please Describe Here NAFoundation Wall R15 PolyBarrr6r Perimeter of Slab on Grade ExterforandInterlorasdtctatedbycode R- 15 Rim Joist (1st Floor) interforofFoundation Wag R- 30 Rim Joist (2nd Floor-f-) R- 30 Wall f CeTR 21ng, flatt% R- 48 CeTng, vaulted R-4e Bay Windows or cantilevered areas s/ R- 30 Floors overunconditionecl area NA Describe other insulated areas Building envelope airtightness_ Duct system air tighfriess: NA Windows & DoorsAverageU- Factor (excTudasskylightsand one door U: Heating or C°orng Ducts Outside Condfi oned Spaces Solar Heat Gain Coeffrcieat(SHGC): Not applicable, al ducts Iocated in conditioned space - MECHAIIIICAL SYSTEMS R--value 33 Make-up Air Selecta Type Appliances Heating System 'Domestic Water Heater Cooling System Notre quired permech_ code r FuelType 1 at. Gas 1 Iat_ Gas .Elect_ EJ Passive Manufacturer Bryant R1Ghmond Bryant ant PoweredModel 915SB0. 42060E17 BA013NRD30BNG Interlocked with exhaust device_ Input in Capaciiy Rating or Size BTUS 60, 0 in Gallons_ Describe: output j- I Other, describe_ in Tons: 2, AFUE or Efficiency HSPF% 9 6j 2 go 11- JI SEER SEER 13 Location of duct orsystem: Pleating Loss Heating Gain Residential LoadGalcr_riaii Cooling Load Su, _l Cfcnrs MECHANICAL VENTIi ATTON S'fSTE I round duct OR metal duct Describe any additional or combined heating or cooling systems if installed: (e.g_ two furnaces or air source heatpumpwithgasback-up fumace): Combustion Air Selecta Type Select Type Notrequired per meth- code: Neat Recover Ventilator (HRXO Capacity in r ins: Low Passive Energy Recover Ventilator (ERl/) Capacifyin cams= Low= gp High_ Other, describe: Balanced Yentilaiion ca a p ciiyintins= High= 13o Location of duct orsystem_ Location offan( S), describe: Bathrooms and Laundry IVIecl7anicaI Room Capacitycontinuousventilation rate in cfms: 130 Cfm's Total ventilation ( intermittent -f- continuous) rate in cfms: 270 6 "round duct OR metal duct Builders Associaton of Minnesota version 101014 Recher HVAC HVAC Load Calculations for 4417 86th Street NE Prepared By: Tuesday, October 14, 2025 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC Plymouth, MN 55441 Page 2 Project --- General Project Information Project Title: Recher HVAC Project Date: Tuesday, October 14, 2025 Client Name: 4417 86th Street NE Design Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Dry Bulb Outdoor Outdoor Indoor Indoor Grains Winter: -15 Wet But 15 Rel.Hum n/a Rel.Hum n/a Dry Bulb 72 Difference n/a Summer: 88 71 44% 50% 75 24 Check Fiaures Total Building Supply CFM: 965 Square ft. of Room Area: 3,326 Volume (ft'): 21,304 Building Loads _ Total Heating Required Including Ventilation Air Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: CFM Per Square ft.: Square ft. Per Ton: 50,404 Btuh 22,817 Btuh 4,068 Btuh 26,885 Btuh 0.290 1,484 50.404 MBH 85 % 15 % 2.24 Tons (Based On Sensible + Latent) Notes - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12.19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC PI mouth MN 55441 Page 3 Miscellaneous Report System 1 House Outdoor Outdoor Outdoor Indoor Indoor Grains Input -Data Dry Bulb Wet Bulb Rel.HumRel.Hum Dry Bulb Difference Winter: 15 15 100% n/a 72 n/a Summer.- 88 71 44% 50% 75 23.51 Duct Sizing Inputs Main Trunk Calculate: Yes Runouts 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: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter - Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 46 CFM 25 CFM Infiltration Actual: 0.130 AC/hr 0.070 AC/hr Above Grade Volume: X 21,304 Cu.ft. X 21,304 Cu.ft. 2,770 X 0.0167 Cu.ft./hr 1,491 X 0.0167 Cu.ft./hr Total Building Infiltration: 46 CFM 25 CFM Total Building Ventilation: 160 CFM 160 CFM System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr (46 CFM), Construction: Tight Summer Infiltration Specified: 0.070 AC/hr (25 CFM), Construction: Tight C:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) Plymouth, MN 55441 Load Preview Report Elite Software Development, Inc. Recher HVAC Pa e 4 JTNoe Se Lat Nei Sen Sys; Htg Sysa Clg Sys Act DucScopelTorjreAaGaiGainGaiLoss, CMCFM CFM Siz Building 2.24 1,484 3,326 22,817 4,068 26,885 50,404 476 965 965 Svstem 1 2.24 1,484 3,326 22,817 4,068 26,885 50,404 476 965 965 12x1 Ventilation 2,220 2,482 4,702 14,856 Zone 1 3,326 20,597 1,586 22,183 35,548 476 965 965 12x1 1-Lower Level 1,024 3,723 237 3,960 8,542 114 174 174 2-- 2-Main Level 1,024 7,584 182 7,766 12,672 170 355 355 4-- 3-Upper Level 1,278 9,291 1,167 10,458 14,334 192 435 435 4-- CA ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC PI mouth MN_ 55441 _ Page 5 Duct Size Preview Room or i Source Minimum I Maximurri Roughl Design' SPI Duct Duc Htg Clg Act Duct Duct Name Veloci Velitoc? Factor U100 Loss Veloci t?+ Length9 . Floaet_ j.__Flow ._ _ Flow_. L Size_ Svstem 1 Supply Runouts Zone 1 1-Lower Level Built -In 0 750 0.01 0.1 444.1 114® 174 2-- 2-Main Level Built-in 0 750 0.01 0.1 452.4 170= 355 4-- 3-Upper Level Built -In 0 750 0.01 0.1 407.2 192® 435 4-- Other Ducts in System 1 Supply Main Trunk Built -In 0 900 0.003 0.1 827.1 476 965 12x1 Summary Svstem 1 Heating Flow: 476 Cooling Flow: 965 CA ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC Plymouth MN 55441 Page E Total Building Summary Loads Component Area Sen Lat Sen Total Vector: Glazing -Vector Window, U-value 0.29, SHGC 344 8,675 0 9,935 9,935 0.31 11 P: Door -Metal - Polyurethane Core, U-value 0.29 42 1,060 0 292 292 15BO-10sf-8: Wall -Basement, , R-10 board insulation to 608 2,645 0 0 0 floor, no interior finish, 8' floor depth, U-value 0.05 15BO-10sf-4: Wall -Basement, , R-10 board insulation to 312 1,606 0 44 44 floor, no interior finish, 4' floor depth, U-value 0.054 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 2226 12,588 0 1,925 1,925 cavity, no board insulation, siding finish, wood studs, U-value 0.065 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 1277.5 2,223 0 1,226 1,226 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21 B-20: Floor -Basement, Concrete slab, any thickness, 2 1024 1,693 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.019 20P-30: Floor -Over open crawl space or garage, Passive, 253.5 772 0 71 71 R-30 blanket insulation, any cover, U-value_0.035____ Subtotals for structure: 31,262 0 13,493 13,493 People: 6 1,200 1,380 2,580 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 46, Summer CFM: 25 4,286 386 345 731 Ventilation: Winter CFM: 160, Summer CFM: 160 14,856 2,482 2,220 4,702 Exhaust: Winter CFM: 160, Summer CFM: 160 AED Excursion: 0 0 1,779 1,779 Total Building Load Totals: 50,404 4,068 22,817 26,885 Check Figures Total Building Supply CFM: 965 CFM Per Square ft.: 0.290 Square ft. of Room Area: 3,326 Square ft. Per Ton: 1,484 Volume (ft3): 21,304 Building Loads Total Heating Required Including Ventilation Air: 50,404 Btuh 50.404 MBH Total Sensible Gain: 22,817 Btuh 85 Total Latent Gain: 4,068 Btuh 15 Total Cooling Required Including Ventilation Air: 26,885 Btuh 2.24 Tons (Based On Sensible Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) Plymouth, MN 55441 Building Pie Chart Floor 5% Roof 4% Wall 33% Glass 37% Floor 0% Roof 5% Wall 7% Elite Software Development, Inc. Recher HVAC Pa e 7 Ventilation 29% Infiltration 9% Door 2% Glass 17% AED Excursion 7% Ventilation 17% Door 1 % People 10% Infiltration 3% Equipment 13% CA ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Auer Steel (Plymouth) Elite Software Development, Inc. Recher HVAC PI mouth MN 55441 Pa e 8 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 32.0 ft. System Number: 1 Room Width: 32.0 ft. Zone Number: 1 Area: 1,024.0 sq.ft. Supply Air: 174 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 8,192 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 38 CFM Runout Air: 87 CFM Percent of Supply.- 22 Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM Runout Air Velocity: 444 ft./min. Percent of Supply: 17 Runout Air Velocity: 444 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.123 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-15BO-10sf-8 36 X 8 288 0.050 4.4 1,253 0.0 0 0 S -Wall-15BO-10sf-8 18 X 8 144 0.050 4.4 626 0.0 0 0 S -Wall-15BO-1 Osf-4 16 X 6 96 0.054 5.5 531 0.3 0 25 S -Wall-12F-Osw 16 X 2 32 0.065 5.7 181 0.9 0 28 W -Wall-15BO-1 Osf-4 36 X 4 144 0.054 4.7 677 0.0 0 0 W -Wall-12F-Osw 36 X 4 90 0.065 5.7 509 0.9 0 78 N -Wall-15BO-10sf-4 12 X 6 72 0.054 5.5 398 0.3 0 19 N -Wall-12F-Osw 12 X 2 24 0.065 5.7 136 0.9 0 21 N -Wall-15BO-10sf-8 22 X 8 176 0.050 4.4 766 0.0 0 0 W -GIs-Vector shgc-0.31 0%S (3) 54 0.290 25.2 1,362 32.7 0 1,767 Floor-21 B-20 32_X 32 1024 0.019 1.7 1,693 0.0 0 0 Subtotals for Structure: Infil.: Win.: 4.4, Sum.: 2.4 255 AED Excursion: People: 200 lat/per, 230 sen/per: 1 Equipment:_ Room Totals: 8,132 1.605 410 8,542 0.129 0 1,938 37 33 322 200 230 0 1,200 237 3,723 C:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12.19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC Plymouth, MN 55441 Page 9 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 32.0 ft. System Number: 1 Room Width: 32.0 ft. Zone Number: 1 Area: 1,024.0 sq.ft. Supply Air: 355 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 9,216 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 57 CFM Runout Air: 89 CFM Percent of Supply.: 16 Runout Duct Size: 6 in. Actual Summer Vent.: 59 CFM Runout Air Velocity: 452 ft./min. Percent of Supply: 17 Runout Air Velocity: 452 ft./min. Actual Winter Infil.: 22 CFM Actual Loss: 0.128 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area U- Htg Sen Clg Lat Sen Description _ - Quantity_ _ _- Value HTM - _ Loss-__ HTM Gain _ Gain E -Wall-12F-Osw 36 X 9 252 0.065 5.7 1,425 0.9 0 218 S -Wall-12F-Osw 34 X 9 294 0.065 5.7 1,663 0.9 0 254 W -Wall-12F-Osw 36 X 9 228 0.065 5.7 1,289 0.9 0 197 N -Wall-12F-Osw 34 X 9 306 0.065 5.7 1,730 0.9 0 265 E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146 E-Door-11 P 3 X 7 21 0.290 25.2 530 7.0 0 146 E -GIs-Vector shgc-0.31 0%S (2) 30 0.290 25.2 756 32.7 0 982 S -GIs-Vector shgc-0.31 0%S 12 0.290 25.2 303 17.9 0 215 W -GIs-Vector shgc-0.31 0%S (3) 45 0.290 25.2 1,134 32.7 0 1,473 W -GIs-Vector shgc-0.31 0%S 42 0.290 25.2 1,060 32.7 0 1,375 W -GIs-Vector shgc 0.31 0%S 9 0.290 25.2 227 32.8.---- 0 ._ 295 Subtotals for Structure: Infil.: Win.: 21.8, Sum.: 11.7 1,260 AED Excursion: Equipment: Room Totals: 10,647 0 5,566 1.607 2,025 0.129 182 163 655 0 1,200 12,672 182 7,584 C:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC Plymouth, MN 55441 _ Page 10 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General_ - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 36.5 ft. System Number: 1 Room Width: 35.0 ft. Zone Number: 1 Area: 1,277.5 sq.ft. Supply Air: 435 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 10,220 cu.ft. Req. Vent. Clg- 0 CFM Number of Registers: 4 Actual Winter Vent.: 65 CFM Runout Air: 109 CFM Percent of Supply.: 15 Runout Duct Size: 7 in. Actual Summer Vent.: 72 CFM Runout Air Velocity: 407 ft./min. Percent of Supply: 17 Runout Air Velocity: 407 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.084 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area U- Htg Sen Cig Lat Sen Descriotion _- _ -_ -- --_ - Quantity Value HTM _ Loss HTM Gain_ E -Wall-12F-Osw 36 X 8 242 0.065 5.7 1,369 0.9 0 209 S -Wall-12F-Osw 36 X 8 273 0.065 5.7 1,544 0.9 0 236 W -Wall-12F-Osw 36 X 8 237 0.065 5.7 1,340 0.9 0 205 N -Wall-12F-Osw 36 X 8 248 0.065 5.7 1,402 0.9 0 214 E -GIs-Vector shgc-0.31 0%S 5.2 0.290 25.2 131 32.7 0 170 E -GIs-Vector shgc-0.31 0%S 7.8 0.290 25.2 197 32.7 0 255 E -GIs-Vector shgc-0.31 0%S (2) 33 0.290 25.2 832 32.7 0 1,080 S -GIs-Vector shgc-0.31 0%S 15 0.290 25.2 378 17.9 0 268 W -GIs-Vector shgc-0.31 0%S (3) 45 0.290 25.2 1,134 32.7 0 1,473 W -GIs-Vector shgc-0.31 0%S 6 0.290 25.2 151 32.7 0 196 N -GIs-Vector shgc-0.31 100%S (2) 40 0.290 25.2 1,010 9.7 0 386 UP-Ceil-1613-50 36.5 X 35 1277.5 0.020 1.7 2,223 1.0 0 1,226 Floor-20P-30 15 X 16.9 253.5 0.035 3.0 772 0.3 0 71 Subtotals for Structure: 12,483 0 5,989 Infil.: Win.: 19.9, Sum.: 10.7 1,152 1.607 1,851 0.129 167 149 AED Excursion: 803 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Equipment: 0 1,200 Room Totals: 14,334 1,167 9,291 C:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth) Recher HVAC Plymouth, MN 55441 Page 11 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM Zone 1--- 1 Lower Level 1,024 8,542 114 2-6 444 3,723 237 174 174 2 Main Level 1,024 12,672 170 4-6 452 7,584 182 355 355 3 Upper Level 1,278 14,334 192 4-7 407 9,291 1,167 435 435 Ventilation 14,856 2,220 2,482 System 1 total 3,326 50,404_-_- 476 22,817 -41068 965 965 System 1 Main Trunk Size: 12x14 in. Velocity: 827 ft./min Loss per 100 ft.: 0.107 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh_ _ Btuh Btuh Net Required: 2.24 85% / 15% 22,817 4,068 26,885 Equipment Data Type: Heating System Natural Gas Furnace Cooling _ System 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:\ ...\Recher HVAC - 4417 86th Street NE.rh9 Tuesday, October 14, 2025, 12:19 PM rn n V , W V z rn 0) 000r- c: rn Tlr- O m zO=OO°° m ;v M m T , z z rn rn 0 z a O N ON rOOC iN C.rl SIGN RES/ DENCI BARKE 4417 86TH ST LOT 16 - BLC EDMONSON MONT/CELLO, AA1 4417 86th St NE CITY Of Lot 16 Block 4 - Edmonson Ridge Montf effo BUILDING SAFETY Builder: JP Brooks Builders 505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404 CITY OF MONTICELLO PROPOSED BUILDING SURVEY REQUIREMENTS CHECKLIST Prior to excavation and construction, the permittee shall submit to the City of Monticello through certificate of survey that the proposed construction is in compliance with all land use, zoning, conditional use, or planned use as part of the building permit application. The certificate of survey shall be signed by a registered Minnesota land surveyor. The signed certificate of survey shall contain at a minimum the following information: Indicate permanent iron monuments at each lot corner. Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks, lakes, and Type 4 and 5 wetlands. Proposed building elevations of lot corners. VProposed elevations at building corners. Proposed elevations on the side yard swales at the extension of building corners and high points. Proposed and as -built elevations of garage slab and lowest floor on walkouts. Top of curb elevation at the extension of property lines and center of driveway. Proposed elevations and location of any critical drainage ways located on the site natural or man-made indicated with drainage arrows and percentage of slope. Label all adjacent street and railroad right-of-way. Erosion control *Must be installed prior to starting construction and maintained to be compliant with City requirements and project SWPPP. Follow City Standard Detail Plate 6006. Proposed driveway location, width at lot line, % of slope. Show proposed porches, cantilevers, bay windows, and decks (if being constructed). N/A Show individual significant trees 36" DBH (Diameter Breast Height)or larger N/A Existing or proposed retaining wall(s) top and bottom elevations. Show adjacent property topo related to drainage with arrows. Proposed sump pump outlet location on buildinq footprint (natural drainage or piped to curb). Show any Drain Tile installed in the yard-'- *'Show surnp pump location on final as -built City will accept only originals or quality hard copies of the as -built survey and certification of grading. USUMICIM C- c0 C - 0 n• O rn Cl) CD c Ka00 Za(n 5.0-1 Z v( D CD N 0 ^v cl V/ M rho >2 F2 v zmu wN c' N NV Z< mrl wI^ A N zc N. ( 7) rn; UZINU01 (P NUUI00aIA /O AUN O 30 G) Cl) a VJ O- 4 n- a- 0 rn ym n0 ZQ a 3, Vc<$ o o C_.P n n0 nTo InO p A N U y 0 0- 0 AA /e Z szo O O 0.- N oms Zo0.3 aO N A Z 70 c c o o 2 a--,° o rn 3 rn 30 l 0 0 0 O O N OMO Z I 7C Z Z O F M m 0 00 CO N Co75 N j I rn n n Oco Ln CA n O uMoys eslnueylo ssetun 'fold slyl uo UM046 6D Seidl 101 J09J PuD Saull laeJ;s 6wulo( pD puD 41PIM UI 1ee1 ZI puD seuD 301 6ululo(PD PuD ylplM ul lap! 9 6wo S' 1'N ZI I ZI 9 snyl uMoys aJD sluouJOSD3 Allllll PuD a6DUI1)JO sJeuofpo 6ulslxe solouso cull > IoDglss 6ulp11nq caloua0 — IBS eLl P91OM Sajouso JaMas wJols salouoo James AJDIIUDS Below(] UDld 6ulpDJ6 Jod Jnoluoo saloueo 996 99S \ / - S 9 996 - - 9. Sg j 0'9/ - r 596 i 7I, a I • g6. ; v 09600' 3 .6F, 90, 6B N S luawasDO sa4oua0 a7D/Jnc snoulwnllq salouo0 I aoolJns alaJouoo salouQU I SI ' sJ900 • 0 Jalad 601ou00 01I1b S-1 oolAJas AJDlIUDs solouo0 8011V96 AIDM 6alOUa(] InDA opd0 Joql) Soloua() xoq aolAJos ogdo Jagy colouo() Od xoq UOlslnelsl elgoo seloueO IDlsapad suoydolal solouao Q MOy a6DUIDJp pasodoJd saloueo U011onep punoJ6 6ullclxo saloueo 9L6 X 4101 lac saloua0 qny las solouoo 92 uoIlDAolo pasodoJd solouo0 E'Zb61 luownuow uoJl punol solouoo ONJO3 7 wna00 70/ d) )aal LL'S96 - uogonaL3 losjjo JouJoo 6ulpdnq (/,MS 7o J/oo//M qn4 p dol MIS f57UP9 ro.996 = WSo 99 '596 = FlYSO 09'996 - aso Oya) LL ' S'96 = /#'So Z'796 = AaI3 .J0073 SaM07 6'L96 = na13 -J0013 a6o.J0,q I?'896 = na13 uo*gopuno3 a6o./oq jo dol Z'696 = A013 uoi opuno3 asnoH jo do1 SN011 VA37- 7 3Sno14 a3Sodo(Vd 100 )o/ d) laal 91-Z96 = uo/)--'PG X(Jopunoq ) old goM Joau 3N S 4) 99 uo e/oquo- '00nuos jo wl'y 004007 - 7 9*96 = u0/1an0/3 J0a2/ 9'096 = uo!)oAel3 Joo/3 46SAl07 9'L96 = na/3 Joo/3 060JO0 ugiq y Xq suo/d Y6'rd) 3'S 4590 L = 'aJV snowadwl lolo1 3'S -: 0091 = oaJy doo)SlasnoH 3'S y Sr9 9 = -jv ;0/ /0)01 tIDSr - esnol./ pulws ,or 3 S % Zqg 9 - pJoA /ln3 F-n7v- dm3's Y.9rS on'd " Jls ap!S '00 z JOetl , Or 1A0'M 00JG B41) aP!S ,L no1/o07 Nowosog //n3 1--il ,SZ JdAl 337TOR 3T-7 ' cn m loz - III :31dos N Cn lm oz o a a 0 aG 0 0 0 NO 0 0 v 0 7 ,. ., 1 1 1 t.996 0/lft I 4 L 11 , 1 J-4 J \/ J I J N j g96 N Cl. o -rU SS I ss O ValI 4 I S tQ1i/ s6 L9 OZ& 00' 6 I 00ve 5g6 L6_ 00'90 y09'996 U 060Jo0Q doo) S 10, v NpasodoJdI I 9. Fr'1 6 0.6 96 9 gg6 9 y gg6 I 9,996 oV y0d'D) 6 va p7' S Sr9' 9 :oay 0/d m rl o 09/roo-t90-991 996 y Zlf asr)0H Ald Q I PasodaJd g-t- ,I I gg6 rZ'/96J I 1 99-996 N 00'6- 00'9f' r oo 051' r F9J 11 0.996 9zoz/ L/ L atEQ Panaddb i A3Atuns nwa a3SOdOdd gg6 b96 - 6. V96 6 £ 9 6x f d7-- 996 9'996 G9 6 LL' S96 ARG 1 j.yg6 O yg6 I 00 6 j 65 1 N 00 '996Z NS0 L J 6 * I V, II "96 I cI I co I I 6., 96 11 I L I V96 t I 4 to 14 I Lg- CC - 7c w Ias 9 Zg5 I 1 I e,96 9 i I I l 9 w I 0 4, 6 0 c' giIF1" 96 ro a I rn ti i X S (g6 1- J '/- 0//** 1 9 6 d/ 9rLr 00f00-f90-S91 O/d 9 j9 9.096 /0 ued0 M .f( i, 9f.68 N :01d 0ll>ri I j9° u,f dl Cf dl ololpo0 l of AI / I A / / \ I I / l 7 f I v \ I v \/ r v \ J - J NVId aid %9' 996= 183ANl 8f1IS kHYiINVS '9N1a33N1`JN3 1NVITW A8 'SZ 39Vd 'IZOZ/6Z/L 031V0 SNVId LN3HdO'l3A3( l 30018 NOSNONIO3 3Hl aid 03ZI11010 383M N0383H NMOHS S3LLIIIln NVId 83d NMOHS S1N3W3AO8dHl Allllln ONV 13381S S)NO11YA3I3 IVNU ( INV SNOISN31410 '3snOH 30 3dA1 UW3A Ol 830-IV18 ONV NVId 3Sr) OH HIM A3A8f1S 38VdMOO ISM 801VAYOX3 'NOIIVAVOX3 ANY 01 8018d 301Aa3S a3MM 3HI JO NOIIVA3I3 ONY H1d30 Ivn-I0V 3Hl Ol lO3f a-S SI NOLLVA3I3 80013 1S3MOI 3H1 3OIAa3S 83M3S 30 N0I1YA313 ONV NOIIVOOI I3VX3 3NIW83130 01 801OV81NOO Sn 01 (1301A08d SVM N011V1N3Mn300 83H10 SS3INf1 IVId 03080038 aid NMOHS 38V SIN3MI3SV3 lVld 03080038 3Hl aid SI N011YA80JNI 30NVISIO 0NV ON18Y38 SNOIIIONOO 3I8VI 831VM ONV IIOS 01 103rwis SI N011YA313 800-U LS3MOI W103dSNI ONI01U18 Td001 3H1 A8 a3AOdddd SI Nbld SIHl 1IlNn N1038 NVO NOIl0n8iSN00 80 NOIIVAb0X3 ON Z8M NW WSOPUM 3N J"4S WOO IJ" V"JPPV ejosauuipV Wjunoo IgAu H `o//aoi;uon jo A&q 3J0/d NOSNOW03 " P, Y00/8 '91 J07 snap/in8 s3/ 00a8 d/* ioj Aco?Ajns jo al eoy a