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714 Marsh CtCity of Eaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 CIUN 2 MED Use BLUE or BLACK Ink For dike Use Permit#: Zqrn Permit Fee: 30_61D Date Received: Staff: 2010 RESIDENTIAL PLUMBING�PERMIT APPLICATION Date: Le/Milo Site Address: 1 M 11 /�1&CSV\ ek. Tenant Suite #: RESIDENT / OWNER Name: T Address / City / Zip: SCS, as a.10 6 V - Phone: LIS) 303 to 00 CONTRACTOR Name: c F t I J I1tL VOI (1 Address:QS S. gattun L State: Zip: S-5-3 J� ori Contact: A.SCWV License #: O1 J 3g3 1aLv(i city: 3(. rd &n Phone: 06) Email: TYPE OF WORK )f2. New — Replacement Repair _ Rebuild Modify Space Work in R.O.W. Descri • on of work: p)) t 1 t &u)V%. ) ri1 6✓\ PERMIT TYPE t RESIDENTIAL Water Heater ?C Lawn Irrigation RPZ/71pPVB) Septic System New Abandonment Water Softener Add Plumbing Fixtures Main Lower Level) Water Turnaround RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and 150 State Surcharge) $90.50 Fire Repair (replace bumed out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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 nota permit, but only an application fora permit, and • . not to start without a permit; that the work will be in accordance with the approved plan in the case of wort which requires a review and = • • • plans. Applicant's Printed Name FOR OFFICE USE nt's Signature Reviewed By: Date: Required Inspections: _Under Ground _Rough -In Air Test Gas Test Final The stairwell was framed with a horizontal 2x6 plate below the window as shown on Detail 1. This creates a "hinge point" in the wall the way the studs were framed. In this case the way the wall was framed is acceptable. The studs will cantilever past the lower landing and hold the horizontal plate in place. With this plate held in place the hinge effect will not occur. The horizontal plate is also fixed on each end. The plate will therefore resist any effect of the hinge as well. The exterior sheathing also helps to resist the hinge effect /kw ma ZIcL 1vp Larson Larson Specialty Structures Inc 5931 Hobe Lane White Bear Lake, Minnesota 55110 651 429 5143 Fax: 651 429 6761 www.mlldred 1 Mcomcast.net I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision end that f am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name. Wl to C Larson `7(4 Pkixosu o . -A 5 • SG b f Comm. No. 079 ft w ~l For Office Use ~ L it : City of Eaaall ee: 830 Pilot Knob Road ^I I 3 Eagan MN 55122 4 W 67'O j Date Received: Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff. 2009 RESIDENTIAL BUILDING PERMIT APPLICATION CA11cj, 1A_ Date: 1 2, _ 0 CC Site Address: Lod- C t 0` ` C° Tenant: 1'Y\ , ' ! j 14 ihl Suite RESIDENT / OWNER Name: `T(€ Y ,f- Pt?r r Phone: Address / City / Zip: LO# MC417S /''t 001 Applicant is: Owner . Contractor TYPE OF WORK Description of work: R Q.S Cor-,S1 r i C. -i C'Y1 Construction Cost: Multi-Family Building: (Yes / No CONTRACTOR Name: :~-6hnS OY'1 RQ 1Gti \C Ccc\s&,c License tC` 2q_'2)(0 Address: k _ tb 1P fi r c c_ CA' Z- 1 0t Ik- O b City: j_J f tl_ v ,11 z State: h M Zip: - 3 3 7 Phone: <3 2' L 3 ° 12bu Contact Person: MaAA RAb1AfC COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category I _ Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted 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: ate. 2fq 1o 1 Urn 6,jArA Phone: 952- L3a 063G Mechanical Contractor: W 1~ ? ~,Z 1 CX rA Phone: (55I y 9 Sewer & Water Contractor: s ftion S XC c U7t~l Phone: b (2: _ 70 1 O of 2 NOTE: Plans and supporting documents that you su mit 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. 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. ~6.'Lh_ T Applicant's Printed Name licant's Signature Page 1 of 3 Jv~-292009 1!1 DO NOT WRITE BELOW THIS LINE 9 v SUB TYPES _ Foundation Fireplace _ Porch (3-Season) - Storm Damage 14 Single Family Garage Porch (4-Season) - Exterior Alteration (Single Family) Multi Deck Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of Plex Lower Level Pool Miscellaneous Accessory Building WORK TYPES 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 /G GtO Occupancy MCES System Plan Review Code Edition ?,o6Z SAC Units (25%_ 100%±!:5 Zoning City Water Y,LS Census Code 1411 Stories Booster Pump ilea # of Units / Square Feet 3 PRV yii s # of Buildings / Length 41 It Fire Sprinklers Type of Construction Width 66 REQUIRED INSPECTIONS J_ Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: 4Ice & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: _Stucco Lath -Stone Lath -Brick Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall Meter Size: Erosion Control -lot Reviewed By: Building Inspector RESIDENTIAL FEES `3 Base Fee °o~ 3 J / yg Surcharge y6 70 F'Y? / 3g'y Plan Review MCES SAC k7 / 34/' City SAC ~~j7o 2a Utility Connection Charge S&W Permit & Surcharge 00 Treatment Plant foie /T Q° 3 J JJ nay Copies TOTAL 3/~ EGG /o! Page 2 of 3 LOT SURVEY CHECKLIST FOR RESIDENTIAL .1 BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: '7J2-9 i 9 LATEST REVISION: U O z Q DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company 91 ? ? • Building Permit Applicant 0 ? • Legal description I0 4 • Address 7/` .5`c eoGrf'7 0 ? ? • North arrow and scale ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 21 0 0 • Directional drainage arrows with slope/gradient % ? ? • Proposed/existing sewer and water services & invert elevation , ' ? ? • Street name ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) ' ? ? • Lot Square Footage ? ? • Lot Coverage ELEVATIONS Existing 0 0 • Property corners ? 0 • Top of curb at the driveway and property line extensions ? zI ? • Elevations of any existing adjacent homes L? ? • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) - /ne%/7 i'(31 i n R U;f -d ff 2 5~"~art ' sax- o. 46e.W d 444 cr .rad,P~ plate . Proposed - 5 ho W &5~'+1 rn Std p ? • Garage floor ? ? • Basement floor ? ? • Lowest exposed elevation (walkout/window) ? ? • Property comers I~ ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? ' 0 • Easement line ? ? • NWL ?'R ? • HWL ? la' 0 • Pond # designation ? jd 0 • Emergency Overflow Elevation ? ? • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions ? 4 • Right-of-way and street width (to back of curb) ? ,S • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. . (i.e. all structures requiring permanent footings) lot? EimL,~y'~n f if 4A &-e~ ;sr- ';-M- ,'rah ? ? • Show all easements of record and any City utilities within those easements ? ? • Setbacks of proposed structure and ' and setback of adjacent existing structures ? p • Retaining wall requirements: Reviewed By: Date A/_/0 G:/FORMSBuilding Permit Application Rev. 11-26-04 L Q'c(j Surveyor's Certificate SURVEY FOR :Johnson-Reiland Homes DESCRIBED AS : Lot 8, Block 1, MARSH COVE, City.pf Eagan, Dakota County, Minnesota, and reserving easements of record. A 0 w REQUIR 3:1 Maximum Stop, 3S or Retaining Wall Will 09 Required 714 3: M MARSH COURT 920.8 919.8 INSTALL EROSION N89°58' 3"E 6 .08 921.1 5,.~X"CET OR SOD D&U Easement Sy, - - - - 916.2 E ~g o„ / rn W 0 91.1 2.01 to it Road 923. 918.6 or Lift stoti_ 75_39 23. 7 ~J21.7 16.6 922.7 9 0 921. 0 21.17 o 11.67 O ral 1 00 o .00 .41 - oL.P 0.013.00 w 0 Garage 0 00 N L4 UA P Proposed 0 39,89 - - - 0 2-Story 12.00 rrj L4 Existing Home CTi 8.2 ~ocL 10.00 B pow w/o 916.9 10 917.4 (o fFV F a6 916. N I N ° 79.66 0 30.00 016 0 I J u, -----I \v,.'- ZW 17.0-----9T5~----914.6 .00 17. I O zs 915.$ 9 915.5 L-- --68.00- 13•$ Infiltration Basin 00 ° 058~ SAN MH S89°58'43"W 112.11 910.8 84 C7 LOT SQ. FOOTAGE _ HOUSE IMPERVIOUS 13,365 FOOTAGE = 3,555 f, IMPERVIOUS COVERAGE = 187 cJ 0 EAGAN PROPOSED ELEVATIONS REVIEWED BY Top of Foundation BENCHMARK, =924.0 Garage Floor = 923.6-f Basement Floor = 916.3 Aprox. Sewer Service = 909.4 Proposed Elev. = (z__::) MIN. SETBACK REQUIREMENTS Existing Elev. Drainage Directions = Front - House Side - Denotes Offset Stake = SCALE: 1 Inch = 3~•t p UNOQ' Rear - Garage Side - JOB NO: I HEREBY CERTIFY THAT THI 1*~, RCORREt TOEPRESENTATION 09R-127 HE'DL. UND OF THE BOUNDARIES OF THI` ABQ DE OPERT? AS SURVEYED BY ME OR UNDER MY DIRECT t. ~1eER~11~1 D DOE OT PURPORT TO BOOK: PA PLANNING SHOW GE. ENGINEERING IMPROVEMENTS SURVEYING OR ENf$i0AXiMENTI,p.*~ OWN. 2005 Pin Oak Drive Eagan, MN 55122 DATE Phone: (651) 405-6600 AbGRENI LAN URVEYOR CAD FILE: Fax: (651) 405-6606 N TA LICENSE NUM 14376 Marsh Crk REScheck Software Version 42.1' p Compliance Certificate vic)i Project ct Title: PERRY RESIDENCE Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 13% Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: LOT 9, MARSH COVE JOHNSON-REILAND CONSTRUCTION FOX-1 DRAFTING & DESIGN EAGAN, MN BURNSVILLE, MN 4155 OLD SIBLEY MEMORIAL HWY. EAGAN, MN 55122 651-894-3990 ''ilk: `=sue x Compliance: 25.4% Better Than Code Maximum UA: 779 Your UA: 581 Gross Cont. Glazing a • • • Door Assem k- ea IR Ceiling 1: Flat Ceiling or Scissor Truss 1950 44.0 0.0 53 Walls-first floor: Wood Frame, 16" o.c. 1995 19.0 0.0 102 Window 1: Above-Grade: Wood Frame:Double Pane with Low-E 153 0.310 47 Door 1: Solid 21 0.350 7 Door 2: Glass 85 0.310 26 Walls-second floor: Wood Frame, 16" o.c. 2184 19.0 0.0 113 Window 2: Above-Grade:Wood Frame:Double Pane with Low-E 277 0.310 86 Walls-basement: Wood Frame, 16" o.c. 623 19.0 0.0 30 Window 3: Above-Grade:Wood Frame:Double Pane with Low-E 52 0.310 16 Door 3: Glass 56 0.310 17 Basement Wall 8' Pour: Solid Concrete or Masonry 1096 10.0 0.0 66 Wall height: 8.0' Depth below grade: 7.5' Insulation depth: 8.0' CANTD FLOOR: All-Wood Joist/Truss:Over Outside Air 50 30.0 0.0 2 OVER GARAGE: All-Wood Joist/Truss:Over Unconditioned Space 480 30.0 0.0 16 Furnace 1: Forced Hot Air 90 AFUE Compliance Statement: The proposed building design described here is consiste h t uilding plans, specifications, and other calcula ions submitted with the permit application. The proposed building has be esi ed o meet the 2000 Minnesota Energy Code requir ments in REScheck Version 4.2.1 and to comply with the mandatory re em is lis in the REScheck Inspection Checklist. 3 Name - Title Sig at a Date Project Title: PERRY RESIDENCE Report date: 04/13/09 Data filename: K:\Res check\customer heat calcs\JR065 PERRY.rck Page 1 of 1 City of Ea Il 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 MARSH COVE Lot Number 8 Block Number 1 Address 714 MARSH COURT Builder JOHNSON RYLAND CO. Phone Number: 612-203-2569, 952-431-1200 Contact: MATT RYLAND Tree Protection Requirements: X Tree Protection Fencing Installed On Site Oak Tree Pruning (Immediately seal wounds during April I to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: EAGAN FORESTAY DIVISION Replacement Trees: X Not Required REVIE As Follows: BY Attachments: DATE _..Q.:,.._...,.. X Yes No Additional Notes: 1. Tree Protection fence must remain in place for the duration of construction L 9O// ar, a q re emu.. 000 R 1 I ~ ~ ? I ~U I O t L- I A I '8 _ 6 II steam 1 st to 1 e' °r I m t c~ ML - i @ y o OCO j j I fit- aavee -----I y..~ Q aaa~ra \~s t~ I q ,Q'y b i i j[f I 4 \ \ I / - JJ ~~T 1 I to I I ar of 4 mtYa iticwp Wt r M• Nt>t aye a Mr.~ 0 Surveyor's Certificate SURVEY FOR :Johnson-Reiland Homes DESCRIBED AS : Lot 8, Block 1, MARSH COVE, City of Eagan, Dakota County, Minnesota, and reserving easements of record. 3:1 Man!nium S10POS RR.V. R UIRED or Retaining Wail Will Do Required .d 714 MARSH COURT M 920.8 INSTALL EROSION E1s.a B;.Qi~C~~T OR SOD N89°58'3"E 6 .08 921.1 o )&U Easement CI P - - - - ---i 916.2 A- w -wl 0 91 .1 2°~~ ~o o it Rood rlltw 923. or Lift Statio 918.6 - - - - 1- - 75_39 23. 7 21.7 16+g 922.7 9 ° 21. C0 21.17 rv to ZIP ro 13.0 0 0 11.67 0 , 8 ao 0 9.16 N 00 0 -N 0 0) U L.P 0.0 r 13.00 w Goroge - W4 o Proposed 39-891- - - 0 2-Story 12.00 M w Existing Home X 8.2 oR,o~` 10.00 8'pcw w/o 916.9 ~0 917.4 ate../.. vFa° 916. to Ln v Irate I i 0 v 79.66 0 30.00 Mau v 17.0----I----'-~JTS~----914.6 16.00 9 17. O 25 915.8 915.5 cn s 8.0~ r- 3.8 Tree Infiltration Basin n r i `v co?° -~Q 651 894 9955 08/21/2009 FRI 15:04 FAX 651 894 9955 WENZEL HEATING & AIR U001/002 New Construction Energy Code Compliance Certificate Per N 1101.8 Building Ceniitcale. A building cenificate shell be posted in a pamsaneotly visible location inside the building. The Date C,`Kticate posted cenirecate shall be completed by the huilda and shall list infamatim and values of components listed in Table N 1101.8. Meiling Address of the Dwelling or Dwelling Unit City Name orResidential Contras or MN License n,beer HERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply Passive (No Fan) o Active (With fan and monometer or It, other system monitoring device ) o a i3 V $ u ti ~ p4 •a v c Insulation Location o t i Q ~ G a0 00 F x w w Other Please Describe Here Below Entire Slab Foundation Wall I 'k Type in location: iota' eidedor or integral Perimeter of Slab on Grade Rim Joist (Foundation) 2Type in location: bitetior tudstlor or inte5rel Rim Joist (1" Floor+ /Q ~C type in location or exterior or Integral Wall Ceiling, Oat Ceiling, vaulted Bay Windows or cantilevered areas Bonus room over garage 3D Describe other insulated areas Windows & Doors or Cooling Ducts Outside Conditioned Spaces begn Average U-Factor (excludes skylights and one door) U: Not cable, all ducts located in conditioned space Solar Heat Gain Coefficient (SliGC): R-value 94.4 jz MECHANICAL SYSTEMS Make•upAir select aType Appliances 1-Leatin S stern Domestic Water Heater Cooling System lot required per inech. code Fuel Type Wy L Passive Manufacturer ,O Powered All Interlocked with exhaust device. Model 'r1114 43 O d /0 77L 3a '7° Describe: Input in Capacity in /5 Output in Other, describe: Rating or Size DTUS: (allons: ~t/ 'Eons: Heat Loss: ~ Heat Gain , ~ Location of duct or system: Structure's Calculated 7tia 7 ` AFUE oc -/07, 2 _ SEER: I.ISPF% Calculated Eflicienc cooling load: 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 ?ype source heat pump with gas back-up furnace): Not required per mech. code Passive Select Type Heat Recover Ventilator (HRV Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: Hi : Location of duct or system: Continuous exhausting fan(s) rated capacity in cfms: '4 1V1h A Location of fan(s), describe: Cftds Capacity continuous ventilation rate in cfms: Q 1. round duct OR , % T'otal ventilation intermittent + continuous) rate in cfms: " metal duct Created by BAM version 052009 TRMETI Residential Whole House Worksheet Customer's Name Address / iCity State Zip Telephone Number WINTER: Inside Design Temp °F-Outside Design Temp °F = Heating Temp Difference °F SUMMER: Outside Design Temp °F-Inside Design Temp °F = Cooling Temp Difference °F HEATING COMMON DATA SECTION COOLING HEATING COOLING BTUHCOBS FACTOR SUBJECT sn.F FAC_Krt...,.BTbIH N GROSS WALL DOORS & WINDOWS (Table A or B) o~f/70 AV , 42 NET WALL Z fjL7 339 &;23 CEILING y FLOORS Infiltration Heating Volume Volume Cooling Infiltration Btu/hr = TableD X 10 X 1.1/60 X (Cu. Ft.) (Cu. Ft) X 1°t/60 X AT X TableD = Btu/hr _ x 0.18333 x x 0.01833 QD x =,=Pj-Af °7 SUB-TOTAL BTUH LOSS (per 10°F) x ADJUSTMENT FACTOR (Table C) TOTAL BTUH LOSS PEOPLE x300 BTUH GAIN (°me2persos per bedroom) APPLIANCES BTUH 1200 SUB-TOTAL BTUH GAIN (room sensible only) DUCT LOSS/GAIN FACTOR (Table F) x SUB-TOTAL BTUH (Sensible Gain) MOISTURE REMOVAL (subtotal x 1.3) x 1.3 TOTAL BTUH LOSS/GAIN TABLE A- HEATING- DOORS £t WOOD FRAME WINDOWS TABLE B - COOLING - DOORS $ WINDOWS (PER 10°F) Factors assume windows have inside shading by draperies or venetian For sliding glass doors - use factors for the same type window blinds and sliding glass doors are treated as windows. construction. TRIPLEGLASS SINGLE GLASS DOUBLE GLASS Window £t Frames Door Types Wood TIM Metal xArea = BtuhLoss TEMP. DIFF TEMP.DIFF. TEMP.DIFF. XArsrt -STUN GAIN Single Pane oiremion Is. 20^ s' I5' 20~ 25" Is~ 20+15° 38 Clear 9.90 10.45 11.55 11 1With Storm 4.75 5.25 6.50 NEeNW si a s i~ --Double-Pam _ N 16 ?F IF Clear 5.51 6.09 7.25 E&w 60 With Storm 3.41 3.85 4.90 sEesw as . Triple Pane Clear 3.80 4.39 5.46 s 28 27 )s 2s 21 alousie w r~ „1 'n Ise Single 11.0 b-6 v 13 2 8 0 11, 4 13 Single w/storm 5.0 5A Metal Q 3 5 4.5 51 3.5 as 5.4 3.6 4.5. '00 Skylights Single 11.07 11.69 12.92 Qi For wood doors and TOTALS <eeg polystyrene core metal doors Double 6.65 7.35 8.75 Q2 For urethane core metal doors Door Wood Only 4.60 TABLE D - INFILTRATION MULTIPLIERS Wood w/storm 3.20 - Winter Air Changes Per Hour Urethane Core (R-5) 1.90 Floor Area 900 or less 900-1500 1500-2100 over 2100 Urethane Core Best 0.4 0.4 0.3 0.3 (R-5) w/storm 1.70 Average 1.2 1.0 0.8 0.7 TOTALS Poor 2.2 1.6 1.2 1.0 For each fireplace add: Best Average Poor 0.1 0.2 0.6 Summer Air Changes Per Hour TABLE C - ADJUSTMENT FACTORS - (HEATING) Floor Area 900 or less 900-1500 1500-2100 over2100 Best 0.2 0.2 0.2 0.2 OF. Temperature Diff. 30 40 50 60 70 80 90 Average 0.5 0.5 0.4 0.4 Adjustment Factor 3 4 5 6 7 8 9 Poor 0.8 0.7 0.6 0.5 @ American Standard, Inc. 1986 Pub. No. 22-8018-4 P.I. (L) C-k HEAT LOSS & GAIN FACTORS TABLE F TABLE E Cooling Factor CONSTRUCTION FACTORS HEATING Et COOLING I"F. Temp. oiff.) Calculate only if duct is located in an unconditioned space. =rp TYPE OF CONSTRUCTION 15° 200 25° DUCT LOSS MULTIPLIERS WALLS (Use Sq. Ft.) Duct Loss Multipliers Case I - Supply Air Temperatures Below 120°F Walls - wood frame w/sheeting & siding, Writer Design Winter Design veneer or other finish Duct Location and Insulation Value Below 15"F Above 16°F 2.71 A) No insulation, 1/2" Gypsum Board 5.0 6.4 7:8 Exposed to Outdoor Ambient 0.90 B) R-11 Cavity insulation + 1/2" Gypsum Board 13 2.1 2.6 Attic, Garage, Exterior Wall, Open Crawl Space - None 1.30 1.25 Attic, Garage, Exterior Wall, Open Crawl Space - R2 1.20 1.15 0.80 C) R-13 Cavity insulation + 1 /2" Gypsum Board 5 1.9 2:3 Attic, Garage, Exterior Wall, Open Crawl Space - R4 1.15 1.10 0.70 D) R-13 Cavity insulation + 3/4" Bead Board (R-2.7) 1.3 1.7 2.0 Attic, Garage, Exterior Wall, Open Crawl Space - R6 1.10 1.05 0.60 EI R-19 Cavity insulation + 1/2" Gypsum Board 11 1.4 1 7 Enclosed in Unheated Space Vented or Unvented Crawl Space or Basement - None 1.20 1.15 0.50 F) R-19 Cavity insulation + 3/4" Extruded Poly 0-9 1.2 1.4 Vented or Unvented Crawl Space or Basement - R2 1.15 1.10 Masonry Walls Vented or Unvented Crawl Space or Basement - R4 1.10 1.06 Vented or Unvented Crawl Space or Basement - R6 1.05 1.00 5.10 A) Above grade No insulation 5.13 8.3 10.9 Duct Buried In or Under Concrete Slab 1.44 B) Above grade + R-5 1.6 2.3 11 No Edge insulation 1.25 1.20 Edge Insulation R Value = 3 to 4 1.15 1.10 0.77 C) Above grade + R-11 0.9 1.3 1.6 Edge Insulation R Value = 5 to 7 1.10 1.05 1.25 D) Below grade No insulation 0.0 0.0 0,0 Edge Insulation R Value - 7 to 9 1.05 1.00 0.74 El Below grade + R-5 0,0 0.0 0.0 Case II - Supply Air Temperatures Above 120° F Duct Location and Insulation Value. Winter Design Winter Design 0.51 F) Below grade + R-11 0.0 0.0 00 Belowl5"F Above 16°F Exposed to Outdoor Ambient CEILINGS (Use Sq. Ft.) Attic, Garage, Exterior Wall, Open Crawl Space - None 1.35 1.30 Attic, Garage, Exterior Wall, Open Crawl Space - R2 1.25 1.20 5.99 Al No insulation 11.0 19.2 21.4 Attic, Garage, Exterior Wail, Open Crawl Space - R4 1.20 1.15 1.20 B)2"-2V2" insulation R-7 4.4 4.9 5.5 Attic, Garage, Exterior Wall, Open Crawl Space - R6 1.15 1.10 0.88 C)3"-31/2" insulation R-11 3.2 3.7 4.1 Enclosed in Unheated Space Vented or Unvented Crawl Space or Basement - None 1.25 1.20 0.53 D) 5Y4"-61/2" insulation R-19 2.1 2.3 2.6 Vented or Unvented Crawl Space or Basement - R2 1.20 1.15 0.48 E) 6"-7" insulation R-22 1.9 2.1 2.4 Vented or Unvented Crawl Space or Basement - R4 1.15 1.10 0.33 F) 8"-91/2" insulation R-30 1 3 1.5 1.6 Vented or Unvented Crawl Space or Basement - R6 1.10 1.05 Duct Buried In or Under Concrete Slab 0.26 G) 10"-12" insulation R-38 1.0 1.1 13 No Edge Insulation 1.30 1.25 0.23 H)12"-13" insulation R-44 0.9 1.0 1.1 Edge Insulation R Value - 3 to 4 1.20 1.15 Edge Insulation R Value - 5 to 7 1.15 1.10 3.08 I) Cathedral type No insulation (roof/ceiling combination) 11.2 12.6 14.1 Edge Insulation R Value = 7 to 9 1.10 1.05 0.72 J) Cathedral type R-11 (roof/ceiling combin5tion) 2,8 3.2 3 5 DUCT GAIN MULTIPLIERS 0.49 K) Cathedral type R-19 (roof/ceiling combination) 1.9 2.2 2.4 Duct Gain 0.45 L) Cathedral type R-22 (roof/ceiling combination) 1.8 2.0 22 Duct Location and Insulation Value Multiplier Exposed to Outdoor Ambient 0.40 Ml Cathedral type R-26 (roof/ceiling combination) 1.6 1.8 20 Attic Ga a Exterior WallOpen CrawlS ce-None 1.30 FLOORS (Use Sq. Ft. OR Linear Ft.) Attic, Garage, Exterior Wall, Open Crawl Space- R2 1.20 Attic, Garage, Exterior Wall, Open Crewl Space - R4 1.15 Floors over unconditioned space (use sq. ft.) Attic, Garage, Exterior Wall, Open Crawl Space - R6 1.10 1.56 A) Over basement or enclosed crawl space (not vented) 0.0 0.0 0.0 Enclosed In Unconditioned Space 0.40 B) Same as "A" + R-1 1 insulation 0.0 0.0 0.0 Vented or Unvented Crawl Space or Basement - None 1.15 Vented or Unvented Crawl Space or Basement - R2 1.10 0.26 CI Same as "A' + R-19 insulation 0.0 0.0 0.0 Vented or Unvented Crawl Space or Basement - R4 1.05 3.12 DI Over vented space or garage 3.9 5.8 77 Vented or Unvented Crawl Space or Basement - R6 1.00 0.80 E) Over vented space or garage + R-11 insulation 0.8 1.3 1.7 Duct Buried In or Under Concrete Slab No Edge Insulation 1.10 0.52 F) Over vented space or garage + R-19 insulation 0.5 0.8 1.1 Edge Insulation R Value = 3 to 4 1.05 0.24 Basement Floors (use sq. ft.) 0.0 0.0 0.0 Edge Insulation R Value = 5to 7 1.00 Concrete slab floor unheated (use linear ft.) Edge Insulation R Value = Ito 9 1.00 8.10 Al No edge insulation 0.0 0.0 0.0 ESTIMATED PROCEDURES 4.10 B) 1" edge insulation R-5 0.0 0.0 0.0 1. Fill in customer information. 2. Record inside and outside design temperatures; find temp difference. 2.10 C) 2" edge insulation R-9 0.0 0.0 0.0 3. Measure length of each outside wall, multiply each by ceiling height. Record the total sq. ft. of exposed wall under "gross wall". Concrete Slab floor duct in slab (use linear ft.) 4. Using Tables A and B, determine the total area for windows & doors & enter in common data 19.00 Al No edge insulation 0.0 0.0 0.0 section. 5. Determine Net Wall by subtracting windows and doors from gross. 11.40 •B) 1" edge insulation R-5 0.0 0.0 0.0 6. Measure & record total ceiling area. 7. Measure and record total floor area for floors over crawl space or basement. Total floor edge 9.30 Cl 2" edge insulation R-9 0.0 0.0 0.0 length (perimeter) if floor is a slab.. 8. Using Table E select construction type and use the corresponding heat and cool factors on the form. Q Heating Factor for 10° Temperature Rise 9. Determine BTUH Loss & Gain in Tables A and B by multiplying the area of glass and doors by the multiplier under the specified temperature difference. Enter total BTUH Loss/Gain on worksheet. 10. On worksheet, multiply the areas x the factors and total as instructed. 1M dI(g~~ 4 ,off' PRAYT fE 178 Series 71 ~t-i:°Y iI AI'l() N "'::--'T j! PRODUCT DESCRIPTlOW SPRAYTITE 175 i~. a ; mac coil Fob~urel are 515W7, utitzlnq en LPA apu avwd. Zt:; z 7X 0,'tf>n."rpk.IN'Q tIl a:7n5 act:°tt. u, :il_,c,r tlu: fc,r AF_ It t is t-nlal ~rUri:: I1 ~ plfcau~ns. -RA'a ITE rrpvjiw1,r l'l i rnc~i .~r=°,-lV1r1 cc7'3ntcl nrcirl. ,;f SPRAYTITE 178 inclucEC: r t,r n rr£ a:r it fritii • I V'--r 1 .rif.;,~z~ y4 APPROVALS AND CREDENnALS: AST?r - d" Li t d at S c US Testi C Bn NFFA Z S'F 1 hic~nnca , =2' inches 1 nuh ccila1,r, Fli c Spri mr Irttiex 2w wth lS mm 'hermel h3m n. m~ e G. ° 'e ~ ':nr Ir ~rx i e;tec ;jt Intent* F,TT. Semi; attic crawl S3tctte TRste 'I nterrx+. t Tt 5 EnKs Tt3'tt Rrfcrl NI. :-•her 16 31 11 +_-2J T-iiit r't.~I pL,el P.~-tw, ipitn '~G1r U rii 4wle_i,i,i 'itt4 ]W Lost tl:.rr.~rp,_. ys Isar-. a ,i ,id, ti,t'iY hill hl ill P~};irG.t. .1 ir c_ Y._ Lflli fz Ell by i.~~ J ~ 'V ,t gi tl ll•.cifry - ~it r , ,x'',,, rut. tt-ai .n<,4a ,er,iI a, it -wt" n ,porr_,Lt te,p '.;nt +t 1 J '+I!cs e ! 'lb C;Mk r%wu'ho. - ;a; af!,rlLit tlsm I, I' t t 1n u' w i"r E er I'uu x 6 L ,itI s It v'.ti_1yjdf , U'1g. >;Cx't5 u't dt n4d11`>;~s7iac 'l..4r3iler.L-lh1Ctl l 4tI Pt PItJ ror it-4,t oil.. xn€rml1_ IIlfl,yfrtt V'h', rrr, 17 l1'r 1111 avttfYc TYPICAL PROPERTIES", PROPERTY VALUE T qQ Tkdt Liquid sin - As Supoilad 1 _ Speriflr. ,rv ly: 1111:"'F F l AS n y, tST 7" F fe{~ ISi; R' rkfer As Cured ft lirr!ii f~a'ir,'lcfl,{jl rit f? h _Z lv'or t warn Ip f f4! Rl lamina 0 AS k 1 P 11ln .mac' ;h't ngtr• ore 2 i ~~4''51 U '1522 1°'y it C Caou,J C-oL Contort irkbi 's_k, A5 D 57 ,imai <-Saetc I1Rtu 1n it fir Ft r55Tta' 518 F4 Hilt:rir^ Iytrnr 5'9 iSTtntF9% Yr- i s r u }'iii 4 iftr, 71 s ;4 V I'1 +>;S_ 1 M F iT SFr SVIF f 1 t5 iil t SFr „ Ai I5 P.x, 117 a~G ,,T?bf r 178-0 r. t?-'157" AIM-NI F {Same ,rcm3i la~ni tr S'; I emc r h terry Iry 4pe '9 ['111,•; +7 1, ,a5.r't 1 r'L° •r..+... ~ ...mazavmaemuwwawrw,..~5._--.ma-rw guar' Vpit.a LI&'VI''t: iLPt etm Ly4_;II l ii r ,iiu,U _""lVV7.ni u'.a. ?u IUn. it'd''oitti Fc. ifl u,7" I'~h'i _._~rn .»e . * r J2vftrfI t r-177r,.h. , .t-,rd c _ Ie. >e.i ,9 E aa,.,^'lSti'c ,E.t,._ .C, a„J't'ah::tt r (t't,tl 11: rtt,t l,t S e';. Te ~.rl ,c,n s, :f ism N. ~n..a=.c c.ruc.wc d; rr~,,,?;tai .1171111E .It.a. P1YrII li-L P IV1fi r, it 1`NJ 1~9. ..,_,i .YV.ke :.H 4.:...57], .t1.5':I IX : Jt%111 I'Pn:'.! 1 r_t 111 .d!"'Sat ~.C.11r. cv,is 1f nti,~ws t+q[la m:2: as l1Ifr ftr r ttli Uli fx.~VVIttl L'a r r I _iLJS-.tE ~.,ur 'P'Ir saaF~V,Ilk~r • i~:a,rHl >V 2$I to itVltr'W ',c1,' I ret+x, ',tt t,t r sv¢ ; U t ae.»v•3~»awrg Aar, AnHt ..(J'•P. 91,' ,IX'lh yl.vzl W,' a N7 iiiT. ..•t,.ai ' V U I ar f.u i1+ i,' 1-11711 r;i UL, ,1,*S~r cvvtry it Ar #s1t i"r,,gti'IHr IA, "N'3^v"3 t6 „4.lii j4.r CN4~S~,.'-" rVR'r•&41 ?n 1 nir_ „{arre...t_rnt4 ? a 'et ,"V a a e r,-,usr.v.., -a r~!€ +s q4 1V. re ~a ,K i fi_ r 0 *1 pv 1 tr SF1 .fiK 14 errs r di U ° r ii t '.t'r'd Y ! I t`-It' a Li tij 4 !lLIitt tt '48 r t'I t r ~i., - k'.. , - ~i/C, V t'tt , v .4 n3' fY'?4411}, GU'I~ IL rc rFl.i Go,a.~±t.744 v R t,'ra a,.,1_e,111 Y ti'L'JAt"vtft. i'I t i."ttF~ I~ .,n~~'wr. ta,. +';t}TyHa ;i.~SCr Nit rctad tij,~Htcti ?4+ ~Ptfm:7a i 1t,t,...1aliat, „ruca I 1rharra.6 t:r.e' ~l w 7: DneM1c t w ;i,Y Ir,L4', ''u1G II•,lj, _ i 1~L1 r.'t!`,Ia111- f,*t1.5 t!1IIEr 51.+., 1,4,. ~'.fRb`,,fl (5,. f~'1.. 1t. ~1J ro,.il Y.,% Tt'it a,'!..."111511 it 111111 r,"s ill"li 'l It. ,74 „ r l e . 1,70 'A ,i S~ .e" 11.W K-.r, it it'u ,'„LII t._h iISr'luf ,.tl ..f MS'r~u..,,t, is,Mt '4~~• rtl=6i 11_,11 x; sdt•t Cox' iv ,ti vy i_tt "-'ilti,,(, 113 i. 1;11'11',,, 1 NOV.30.2009 1 :01PM STRUCTURAL WOOD CORP NO.125 P.1 STRUCTURAL WOOD CORPORATION Terry Zelenka and Jeffrey Wheeler City of Eagan Building Inspections Department 3830 mot Knob Road Eagan, MN. 55122 Re. LVL Wall Framing 714 Marsh Court, Eagan, MN. Dear Terry/Jeffrey: It is my understanding that you have raised some questions as to the use of 1 -112" x 5 -112" LP LVL (2950Fb 2.0E) for the stair wall section at the above mentioned home address. Structural Wood Corp. initially submitted a design and layout for this house, but this stair wall area was intentionally excluded from our designs. At the time we were unaware of the plate heights for this area, but seeing as though the stair landing serves to break-up the clear height and effectively pins the studs to the landing at that location, we see MO reason why 1-1/2" x 5 -1 /2" LP LVL studs can't be used at 16" o.c. spacing, with an overall clear height of 18' -9" or less. If 1 have misunderstood the intent of your questions or ifyou require further discussion on this subject, please feel free to call me di tecdy at the number below. Respectfully submitted, Paul Jackson Structural. Wood Corporation 4000 Lahore Road St. Paul, MN. 55110 (651) 4426 -811,1 ext. 215 4000 LABORE ROAD ST. PAUL, MINNESOTA 55110 PHONE (651) 486 -8111 PAX (651) 426 -6859 (800) 652 -9058 November 30, 2009. I Li C t 1YP HAMD1E SOWtT rA3tifA NM= LAP 1' X b 0.M. &ft Ad a IVOR PA.Q PL_P f Gp •vim FLOOR. {TRAIN ib X b! 034.6MA4D DOOIe W rP a d+autea•emat•saeR .cne■■aa:ia■samitim e reirmisim"-6-1Z44.. mr=r--9. 1... iiell MUM 11111111111111111111111 11.1 I= MN Mt MN 111111ffil i� tom slillil NUM WWI i>ttw11 halt Ielaeau ��I e i eI 111 t ■i 0. IAA .ls Nn MI OM ■e Ilan Gil 5.12PI1 I4•MA LL Larson L rson Specialty Structures Inc obo White Saar Lake. Minnesota 55110 651 429 5143 Fat: 551 429 6761 www.mildred1@comeastnet thereby certify that this plan, specification, or report was prepared by me or under my direct supervition and that i ama duly Licensed Professional Engineer under the laws al the State of Minnesota. Pipit Name Wpyne C. Larson Signature Date 8-07 License $7)331 71' Ai. esu cr.' 140 iciscerrxE sees. LoWSis Comm. No. 70 7 b Use BLUE or BLACK Ink 441,01Fa Moei (APR $1` 20)0 i Cit of Eaton PermitSk Permit Fee: 1 / - - Date Race rvetl: ( 0 1 Staff: t Date: S)te Address: 7/ netAll/ rt Ax a Etl V I -, - 16 Sulte #: -?-7/ C6 3830 Pilot, Knob Road Eagan MN 66122 Phone: (651) 6755676 Fax: (651) 675-5694 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Tenant RESIDENT t OWNER Name: IQ eL""—p t b i Phone:' Address / City I Zip: ! ( r'14:4-,-; s Applicant is: Owner Contractor i TYPE OF WORK W w .0Y4'.'44: t c � Cw fry:- 1 S Description of work: ( , ' .0 . Multi -Family Building: (Yes Construction Cost: 1 CONTRACTOR Name: License #. Address: City: State: Zip: Phone: Contact:. Email: COMPLETE In the last 12 months, has _Yes No If yes, Licensed Plumber: THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master pian? date and address of master plan: Phone: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: NOTE: Pians and supporting documents that you submit are considered to be public Information. Portions of the information may be classified as nonpublic if you provide specific reasons that would permit the City to conclude that they are trade secrets. ';CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 484.0002 for protection against underground utUity dal Call 48 hours before you intend to dig to receive locates of underground utilities. www I hereby acknowledge that this Information is completeand accurate; that the work will be in: Eagan; that I understandthis is not a: pent -but -only an application Tor a pent!, end work acro danoewih the approved plan in the case of work which requires a review and approval o x 7 r 1)&11 Applicant's Printed Nam x ordinances end codes of the Gly of ut a penult that the work will be In Appllca is S Page 1 of 2 Olietrk DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES N Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% AZ) - Census )Census Code # of Units # of Buildings Type of Construction 1113 Fireplace _ G ge eck Lower Level _ Interior Improvement _ Move Building Fire Repair Repair LIGoO hf3y REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final Framing Fireplace: _Rough In _Air Test Insulation Meter Size: Reviewed By: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Siding Reroof Windows Egress Window _ Storm Damage _ Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant Occupancy ; ,G - 1 MCES System Code Edition 6'7 SAC Units Zoning /-/ City Water Stories -- Booster Pump Square Feet 01.4'O PRV Length pi Fire Sprinklers Width /G Final Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings _Air/Gas Tests _ Siding: _Stucco Lath _Stone Lath - Windows Retaining Wall: _ Footings _ Backfill Radon Control Erosion Control , Building Inspector Final Brick Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL /03 2 67-2L- AL/o06 7 °c L1O0 /56-tt 3‘00� Page 2 of 2 Surveyor's Certificate SURVEY FOR :Johnson -Reiland Homes DESCRIBED AS : Lot 8, Block 1, MARSH COVE, City of Eagan, Dakota Minnesota, and reserving easements of record. 3:1 r� Or Retaining Wali Wiii • Ea Required • ,'A„ rik f�n�f. L"„:1`.1.1.,\17, -CET \ iir W tal Existing Home g* -'� sae mum 714 HARSH COURT 6)-3---71e County, N89°58' 0 4101 919.8 3"E 65 D&U Easement 920.8 .08 921.1 916.2 t Road or Lift Stotior 918.6 e- - - - - i// 75.39 921 9p.}5 22.16921.EoO 13.00j_ o a, 0 9.16 O w 0.06 13.00 0 0 "" 39_89 0 •r18.22 -�--- rs Cd. o�J 917.0 bb 25 10.00 916.0 7966 18 -9T5. 21.17 212 166 NoT 0 11.67 O 922.7 Garage Proposed 2 -Story 8'pcw w/o cri 30.00 N o 0 16.00 12.00 rrj 916.9 00 917.4 914 9 17.00 0 915.5 (%< ,411 r n 3 fi .I� SAN MH 910.8 S89°58'43"W 112.11 84 lea LOT SQ. FOOTAGE = 13,365 HOUSE IMPERVIOUS FOOTAGE = 3,555 IMPERVIOUS COVERAGE = 18% PROPOSED ELEVATIONS Top of Foundation Garage Floor Basement Floor Aprox. Sewer Service Proposed Elev. Existing Elev. Drainage Directions = Denotes Offset Stake = • = 924.0 = 923.6 = 916.3 = 909.4 = EDL UND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax: (651) 405-6606 e. -.2,4.G A 7r . BENCHMARK, 7-05 1�e MIN. SETBACK REQUIREMENTS Front SCALE: 1 Inch = r " •• ••• Rear - I HEREBY CERTIFY THAT THIS: i ,A cWai,-A �, CORRELT:4 EPRESENTA110N OF THE BOUNDARIES OF THE' ABOVE DE .PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT: SwER;S1105N AND DOES/NOT PURPORT TO SHOW IMPROVEMENTS OR ENG-`R0AC�HMENTS, GE EPT HOWN. DATE v//2/°/ House Side - Garage Side- DATE ide- .A.11415GREN, LANAURVEYOR TA LICENSE NUM R 14376 JOB NO: 09R-127 BOOK: PAGE: CAD FILE: Marsh Crk City of Eaall Address: 714 Marsh Court Zip: 55123 Permit #: 90811 11411 The following item /were not completed at the Final Inspection on: Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch 11A- Lower lk Lower Level Finish MA - Deck P ./' P w.- G 8 'fi- T W/r1 /1 s e1' 7e P -M i r Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: ti lit G:\Building Inspections\FORMS\Checklists BY: t11 '1 -14.17 F! ^ N B 'ILD!N i —1U :TAIPS SHALL BE P=C:0,A r-7) THE liV,i ;EDIATE VC,, g$ --'%'s t EE.K :CTIONS Bt N .: VST BE ATTACUED WITH a'3" X 4" LAG SCREWS e1i:RS EVERY it �'�tTlo 'pant: .._ .-`."' qrz€x' P&)(- If'v TCP 17oo r o 16 n L.4s5 dam%l WALKING SURPACES GREATER THEN 30" ABOVE INBELOW REQUIRE GUARDRAILS MIN 36" IN HEIGHT AND DESIGNED SUCH THAT'A 4" SPHERE WILL NOT PASS THROUGH c\o‘!" CI 3 Gi four Cr iT1Qrc1�Lrs sh .� a,. 16,,E Dforrci. (Cann sr s 7 % MAXIMUM RISER TREAD +• 10" MINIMUM TREAD DEPTH ESR -1190 I Most Widely Accepted and Trusted manufacture Trex® is equivalent in durability to preservative -treated or naturally durable lumber when used in locations described in Section 2.0 of this report. Trex® has been evaluated for a temperature range from -20°F (-29°C) to 125°F (52°C). 3.3.3 Surface -burning Characteristics: When tested in accordance with ASTM E 84, Trex® has a flame -spread index of no greater than 200. 4.0 DESIGN AND INSTALLATION 4.1 General: Installation of Trex® must comply with this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsite at all times during installation. When the manufacturer's published installation instructions differ from this report, this report governs. 4.2 Deck Boards: 4.2.1 General: Allowable withdrawal and lateral design values for nails and bolts used as fasteners in Trex® material must be determined using the nail and bolt design formula in accordance with the applicable code requirements for solid -sawn lumber. For purposes of fastener calculation only, Trex® must be assumed to have an effective specific gravity of 0.50. There must be no increases made to the load values indicated in the AF&PA NDS when designing fasteners for Trex®. Refer to Table 6 of this report for minimum nail spacing distances. Trex® must be fastened using fasteners with the following diameters: a. Nails having diameters less than or equal to 16d common wire [0.162 inch (4 mm)] b. Screws having diameters less than or equal to No. 12 [0.216 inch (5.5 mm)] c. Bolts having diameters less than or equal to 1/2 inch (12.7 mm) Page 2 of 9 4.2.2 Structural: 4.2.2.1 Deck Boards: Table 1 lists the allowable stress values for Trex® lumber, Trex® 2x2 BalusterTM and Trex® HS24 lumber. These values must not be adjusted by any of the adjustment factors permitted for wood framing by the AF&PA NDS or applicable code, with the exception that increases for load duration are permitted. The allowable stress values are applicable in uses up to a temperature of 125°F (52°C). Table 3 lists allowable spans for Trex® used as planking (flatwise bending). This table must be used for determining the maximum allowable span of Trex® used as decking unless the user/designer submits structural calculations to the code official for approval of additional span lengths using the design values indicated in Table 1. 4.2.2.2 Deck Boards Used as Stair Treads: Trex® 2 - inch -by -6 -inch (51 mm by 152 mm) and Tree 514 -inch -by - 6 -inch (32 mm by 152 mm) composite lurnber, when used as a stair tread, is satisfactory to resist the code -prescribed concentratedloadof-300-lbf-{a.33-kN)-when-installed-at-a maximum center -to -center spacing of 12 inches (305 mm), and must have a minimum of three continuous spans over four supports. Trex BrasiliaTM and Trex ContoursTM composite lumber, when used as a stair tread, is satisfactory to resist the code -prescribed concentrated load of 300 lbf (1.33 kN) when installed at a maximum center - to -center spacing of 9 inches (229 mm), and must have a minimum of two continuous spans over three supports. 4.3 Guardrail System: 4.3.1 General: Fasteners used to construct guardrails must comply with the foot notes of Tables 4 and 5. 4.3.2 Structural: Tables 4 and 5 indicate material and installation requirements for the Trex® Railing Assembly and the Trex® Designer Rail Assembly. When installed in accordance with this report, the system complies with the structural load requirements specified in the applicable building code for lateral load conditions applied to balcony railings and guardrails. 4.3.2.1 Trex® Railing Assembly: The system covered in Table 4 is capable of resisting a uniform load of 50 lbs/ft. (730 N/m) or a concentrated load of 200 pounds (890 N) applied horizontally to the top of the rail. Additionally, the system is capable of withstanding a load of 200 pounds (890 N) applied horizontally over a 1- square -foot (0.093 m2) tributary area of the balusters, and a 200 -pound (890 N) concentrated load at the top of the post. 4.3.2.2 Trex® Designer Rail Assembly: The system covered in Table 5 is capable of resisting a uniform load of 50 lbs/ft. (730 N/m) or a concentrated load of 200 pounds (890 N) applied horizontally to the top of the rail. Additionally, the system is capable of withstanding a load of 50 pounds 222 N) applied horizontally over a 1 -square - foot (0.093 m) tributary area of the balusters, and a 200 - pound (890 N) concentrated Toad at the top of the post. 5.0 CONDITIONS OF USE The Trex® Composite Lumber described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Trex® must not be used as a component of trusses or structural diaphragms, and must not be used in framing applications for joists, rafters, studs, beams, columns, or posts. 5.2 The design and installation of Trex® must be in accordance with this report and the manufacturer's published installation instructions. 5.3 When Trex® is used in guardrail assemblies, information must be submitted to the code official to verify compliance with Tables 4 and 5 of this report. When required by the applicable code or the code official, such documents must be prepared, signed and sealed, and submitted by a registered design professional in accordance with the registration laws of the state in which the project is located. 5.4 The maximum design stresses for Trex®, Trex® HS24 and Trex 2X2 BalusterT"' must comply with those listed in Table 1. The maximum spans of decking must comply with Table 3 unless structural calculations, in accordance with Table 1, are provided. Guardrail assemblies must comply with Tables 4 and 5. The design values listed in Tables 1, 2 and 3 of this report are for loads of normal duration and are applicable to either dry or wet conditions of use. There must not be any allowable design stress increases permitted by the applicable code or the AF&PA NDS, with the exception that increases for load duration, such as due to impact, must be permitted. The design values are applicable in uses up to a temperature not exceeding 125°F (52°C). 5.5 Allowable capacity of fasteners installed in Trex® must comply with Section 4.2.1 of this report. Paul's Plumbing & Heating 4,1' CityofEaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 507-645-7109 p.1 Use BLUE or BLACK Ink For Office Use Permit #: /(30 79c72 c Permit Fee: l_., 10� Date Receivedd::5 Staff. e 1 2015 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 5 -1q -IC Site Address: 17 I r L1 11(l (Str\ 0 71`-t+ Tenant: 11-e a,\* C +N.t.t PQ_ RI Suite #: ResidentfOwner Contractor Name: i'r-e et+ C.1.1)1 ; , P(;), fFRc� -V/9 Phone: (Q ?; �S!I y r Address 1 City 1 Zip: BILI b,1 tir-S l i CCi;r+ fan -cin M `) S 5deA. Name: DCIoI S 1.,thrtAliawj g 1"1(3LlTl l rr:T I i�/�fLicense #: ' pill 1 E -('J / H. Address: 1' O. bO)( ajC) J City: 1�) "I-1Ai"jp 1(i State: A(`k Zip: OS 7 Phone: CD -2 e to i( )-0 J 7 Contact: Email: i , I ; ii , C a , (1 c Type of Work — New _ Replacement Repair Rebuild X. Modify Space Work in R.O.W. _ _ Description of work: Permit Type RESIDENTIAL Water Heater Water Softener Lawn Irrigation (_ RPZ 1 PVB) Add Plumbing Fixtures (_ Main 13 Lower Level) _ Septic System New Water Tumaround _ Abandonment — RESIDENTIAL FEES: $60.00 Water Heater, $60.00 Lawn Irrigation $60.00 Add Plumbing 'Water Turnaround $115.00 Septic System Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) Turnaround* (includes $5.00 State Surcharge) and $5.00 State Surcharge) TOTAL FEES 5 (includes $5.00 minimum State Surcharge) Fixtures, Septic System Abandonment Water (add 5200.00 if a 518" meter is required) New (510.00 per as (wilt) (includes County fee CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. k:p w.aoohersrateonecall.ora 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 t 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. Applicant's Printed Name x ' Applica Si nature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough -In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manometer Staff: 4,111° City of Eap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Date: Use BLUE or BLACK Ink For Office Us Permit 4#: t3D1(0Permit Fee: ( I , 1 Date Received: :5V11-/-< Staff: 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: —11'`1 M.ArSi C' 4, Unit#: Name: rev C-avkr4- to Pet r Phone: Address / City / Zip: - I '`. (VI 4%'s h C A E 1n . M lv i t 1 23 Applicant is: Owner X Contractor Description of work: 1. ckS w L7h -) ! i.% s Construction Co „c—ic 2 - Company: r k2 -c iAkc, Address: ec Cr.v, loci A Phone: 6. L -1 ° 34 U -1:33S Email: State: fY i JZip: j .:( j License #: '11.21 T1 Multi -Family Building: (Yes / Contact: City: o) 'tel r Lsa ice L.; i C4 V1 cJ /; b «zot-X -t ice nScac'ei(nn� Lead Certificate #: CA = 10) d - P( _O P' If the project is exempt from lead certification, please explain why: _.L; 14- C 47 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: CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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 Buil ng Cod must be completed within 180 days of permit issuance. Applicant's Printed Name Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex WORK TYPES New Addition 7( Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% ) Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck )Lower Level Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Footings (Deck) Footings (Addition) Foundation Roof: _Ice & Water _Final Framing Fireplace: Rough In )(Air Test Final Insulation Sheathing Sheetrock Fire Walls Braced Walls 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: Final / 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 _ Backfill _ 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 //o)� 2?oo Page 2of3 o