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3153 Doneene Lane
�C�yotEaQau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 s - 012( Use BLUE or BLACK Ink For Office Use � pr Permit #: l l t LtD Permit Fee: Date Received: Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: j9'evi 3 Site Address: ?I< 3 0014 cwt. L Pg Unit #: Resident/ Owner Name: 13r ovt CT b V14e-SN Phone: Address / City / Zip: t i a- OD 7 g .. I% TI- e4teA,t. Pre44racJ, M kl s5 Applicant is: • Owner %C ContractorL_ic4- 1 L1Qck 1 sett Type of Work Description of work: �f i'(s R._S hwtu t_ ( Construction Cost: /36/00C) Multi -Family Building: (Yes _ / No Contractor Company: 8'r t 114 14. tta✓.re.-S Contact: Address: 1Ca®v75 51 -City: E Pra.rlit e. State:<5134-1‘-/ �D2�_j/0(2•, i��f2 Zip: Phone: [�pI) .A.14-- License #: 66, c, IA y i to Lead Certificate #: / . /,4 If If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) g a In the last 12 months, Yes _No If Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: r. SC.In e.rt LV" P114444431 viAt Phone: Go -7,-17-3o J ^ �J oft 146:4-4--.0/ Phone: (P 12 - Jr) I -" (0C J c `� Z S Ele�Jliet-ffh Phone: GO - 411q `- (P3 'X NOTE: Plans and supporting documents that you submlt'ie considered to be public information. Portions of the information may classified as non-public If you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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 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 Buildin, e must be completed within 180 days of permit issuance. x (V ic.Di%S s lr'L x APP Applicant's rinted Name icant's Sign Page 1 of 3 'i53 ()Mk -it -KA L4n. DO NOT WRITE BELOW THIS LINE /OM SUB TYPES — Foundation o Fireplace Single Family _ Garage _ Multi I.�, _ Deck 01 of Plex _ Lower Level Accessory Building Porch (3 -Season) _ — Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) Pool WORK TYPES New Interior Improvement _ Addition _ Move Building _ Alteration _ Fire Repair _ Replace _ Repair Retaining Wall DESCRIPTION (} Valuation 0 VO Plan Review (25% 100% ) Census Code # of Units # of Buildings Type of Construction Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS ')( Footings (New Building) S Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final S. Framing Fireplace: )(Rough In ¥ Air Test y Final Insulation �` Sheathing 1,. Sheetrock Reviewed By: I RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL _ 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 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: Footings _Air/Gas Tests _Final Siding: __Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill — Final Radon Control Erosion Control 2, Building Inspector ri)63‘, tA 604� 7,/?3,s-� L2 )139177 76-0 a New Construction Energy Code Compliance Certificate Per N1101.8 Building Certif cafe. A building certificate shall be posted in a permanently visible location inside the building. 'Mc certificate shall be completed by the builder and shall list information and values of components listed in Table NI 101.8. nate Certificate Posted 5/7/13 Alairrug Address of the Dwelling or Dwelling Unit 3153 DONEENE LN Name of Residential Contractor Cay EAGAN FRONTIER HOMES MN License Number Place your logo here Community Nan ID THERMAL ENVELOPE Insulation Location Betow_Enttrr St»b`. Non or Not Applicable Type: Check All That Apply Fiberglass, Blown i.� Foam, Closed Cell Mineral Fiberboard Rigid, Extruded Polystyrene RADON SYSTEM X Passive (No Fan) Active (Withfan and monpumlero, otherArgent monitoring device) ) Other Please Describe Here Foundation all R-10 X INTERIOR Perimeter of Slab'on Grade Rim Joist (Foundation) R-10 X Rim Joist (111Floor+) R-10. X: Wall R-19 X Ceiling. flat Ceiling, vaulted R»44 X: R-38 X Bay Windows or cantilevered areas R-30 X Bonus room over garage Describe otherinsulated areas Windows a Doors Average U -Factor (excludes skylights and one door) U: Solar Heat Gain Coefficient (SHGC): 0.30 0.30 I eating or Cooling Ducts Outside Conditioned Spaces Not applicable, all ducts located in conditioned space R -value ECHANICAL SYSTEMS Jj Appliances Fuel.Type Make-up Air Select a Type Heating System Domestic Water i ieater NAT GAS ELECTRIC Cooling System R -410A Not required per mech. code Passive Manufacturer Model' BRYANT 912SB48060517` RHEEM 82V52-2 BRYANT 11.3ANA030 Rating or Size Strttcture's Calculated Efficiency Input in BTi1S: 60,000 Heat Loss:; 49,823 ARM or 92 l ISPI % Capacity in Gallons: so Output in Tons: Heat -' gain: SEER: 2.5 13 Calculated cooling load: 17,89.1. 30,652 Powered Interlocked with exhaust device. Describe: Other, describe: Location of duct or system: Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type metal duct Combustion Air Select a Type Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: X Continuous exhausting fan(s) rated capacity in cfms: 100 Location of fan(s), describe: (MAIN/MASTERBATH 1ST FLOOR WHISPER GRN 80 W/SENSOR Ca acit continuous ventilation rate in cfms: Total ventilation (intermittent +continuous) rate in cfms: Location of duct or system: furnace room 100 Cfm's " round duct OR 210 Directions - In order to determine the makeup air, Table 501.3.1 must be filled crut (see below). For most new Installations, column A will be appropriate, however, f 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 5U1.31 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIP E N DWELLINGS (Additional combustion air wilt be required for combustion appliances, see KAIR method for calculations) One or miiliapfe power vent or direct vent ap- pllances o no combos- tion appliances Column A One or rruritbde fan- assisted appdances and power.vent or direct vent appliances C 0 One atmosphericallyvent gas or oil appliance or one sad fuel appliance Column C Multiple atmospherical- iyvented gas or oil appliances or solid fuel appliances Column p a) pressure factor (rimisf) 0.15 tkt)9 0.06 0.03 b) condttloned €foorarea {sf) (includir� unfinished basements. Estimated Nouse Infiltratlen (dm): (1a f / 2. Exhaust Capacity a) continuous exhaust-onlyventilation system (dm); (not applicable to ba- lanced ventilation systems such as HRRV) b)dothes dryer (cfrn:) 135 135 135 135 c) 80% of largest exhaust rating (din); Kitchen hood typically (not applicable [(recirculating system or if powered makeup air is electrically Interlocked and match to exhaust) %) d) 80% of next largest exhaust rating firm); bath fan (not applicable lime' g system or if powered makeup air is electrically interlocked. and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm} (2a+2b+2c+2d) 3.Makeup Ali tivantity (cfm) a) total exhaust capacity {from above) b) estimated house infiltration (from above) Makeup Air CWarstlty (cfm)a (if ub) (if value is nega, no makeup ails..__ te needed) 4. For makeup Air Opening Sizings refer to Table 501,4.2 t A. and direct veal 8. Use luded.) C. Use this column ff #hare is one atmospherically LT Use this column ti there are multiple atrmosso appliances and solid fuel appilances. e or if there are no combustion appliances, (P 1pllances other than atmospherically vented appliances may pan fan ass d) gas tx oil appliance per venting system or one solid fuel app,._.,__, nted gas or oil a usinga common vent or if there are atmospherically vented gat directions - Choose the method of've Enter the low and high cfm amounts. to{ less than 100% greater than the coni Automatic controls may allow the use o Section C on, balanced or exhaust only. 0atonced ventllation,sysi r air flow must be equal to or greater than the requi *e (For instance, if the low tiro is 40 cfm, the venti `an that is operated percentage of each hour are typically HAY or ERVs atfon rate enc ustnot exceed 80 cfm.) n schedule"should describe what thefan;is for, the location, cfm, and whether It fs used far continuous or inter iittent ventilation. The fan shot is chose for continuous ventilation must be squat to or greater than the low tiro airrating and less than 200% greater than the continuous rate. (For Instance, if the low cf !s 40 cfm, the continuous ventilation fon must not exceed 80 tiro.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventil of ols an sed for building wen it will be Installed es' installation' air handling equipment for proper op uid be adequate detail for"plan •,•aNcytvra w verify ae3 for placement of controls and proper operation of the building ventilation end location of any controls, indicators and legends !}an ERV or INV •" iced With the vir handling equipment, please describe such connections as ructions require or recommend the equipment to be interlocked with the de and described. Section E Passive ke-up a kation of duct or:system ventilation make-up air: o (NR means not required) Page,2' of 6 ;/ Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction, Additional forms may be downloaded and printed at: http://www.d.chanhasseturamisiservjbuildhtag Directlatis - Determine l The table an equation are Table N11.04.2 Total and; entilation Rates ( n cfm) Number;of Bedrooms 1 Total/ tontinuou 60/4a Total/' continuous 7S/aa Total/ Total/ s continuous continuous continuous txtn t.uat 90/45 105/53 Total/ continuous 120/60 2001-5C a 4 4501-5000 50a1550n 5501-6000 70/40 $0/40 90/45 0 110/55 120/60 aS/43 95/48 .105/53 15168 35/68 0/55 125/63 120/60 130/65 140/70 150175' /80 170/85 165/8: 5 175/88 185/93 Equation 11.1 (0.02x square feet of conditioned space) + [i5 x (number bedrooms *1)3 = Total ve 165/83: 175/88 S' 205/103 215/108 210/105 225/113 (dm) 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 (111W) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of anyreduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation -A minimum of SO 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, Et a5AFETYIJKtVent-makeup-t}omb air submittal (2).do r. Page 9 of 6 Makeup Mr Opening Table for New and Existing Dwe Table 501.3.2 Notts: An equivalent length of 100 teat at round emaining length of straight duct allowable, Kittle duct Is used, Increase the duct:d Inckdampers are prohibited Powered makeup air shall be electrical Sections F Not togaired per tr Combustion . de ppi n feet for each 90- pressed ied. ill vented eppiketces) Size and type no atmospheric orpawer vented appliance are installed, check the appropriate box, not required If a power vented spherically vented appliance Installed, use lFGCAppendlx E, Worksheet E-1 (see below). Please enter size and type. Combos - ton aTr vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 or 6 One or multiple power vent, direct vent ap- pliances, or no combos- tion appliances ColumnA On or multiple fan- assisted appiiancesand power vent or direct vent appliances Column 8 one atmospherically vented gas or oil ap pilance or one solid fuel appliance Column C Multiple atmospherically vented gas or ail ap- plianees or solid fuel appliances Column 0` ameter Passive opening 1-38 1-22: Passlveopenl►ig 37-66 23-41; 16-28 10-17 4 Passive opening 62 109 42-66 29-46 18-28 5 Pass opening 130.163 67-100 47-69 29-42 6 Passive opening 164:-232 101-143 70-99 43-61 7 Passiveopening 233--317 344-195 100-135 62 81 8 Passive opening wimotorized damper 338:439 196--258 136-179 84-110 9 assive opening wlmatarized damper 420:-539 259--332 180-230 111 142 10 Passive rung wjnnotarized damper 540.679 333-419 ' 231-290 143" -179 11 Powered makeup air ar,79 >419 >290 >179 NA Notts: An equivalent length of 100 teat at round emaining length of straight duct allowable, Kittle duct Is used, Increase the duct:d Inckdampers are prohibited Powered makeup air shall be electrical Sections F Not togaired per tr Combustion . de ppi n feet for each 90- pressed ied. ill vented eppiketces) Size and type no atmospheric orpawer vented appliance are installed, check the appropriate box, not required If a power vented spherically vented appliance Installed, use lFGCAppendlx E, Worksheet E-1 (see below). Please enter size and type. Combos - ton aTr vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 or 6 Directions - Th Minnesota fuel Gas code method to calculate to size of a required combustion. air opening, is caned the Known Air infiltration Rate Method, For new construction, db of step 4 is required to be filled out. lFGCAppendix E, Worksheet E'1 Residential Combust ion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step .3: Complete vented combustion app€ianceinfonnation. Furnace/8oifer.,�((:;��/ �`''�� Draft.Hond _ Fan Assisted. Xirect Vent input:� f.y �Otu/hr or Power Vent Water _'.Draft Hood Fan Assisted Direct Vent input. 131.0/10 or Power: Vent Step.2: Calculate the volume of the, Combustion Appliance Space (CAS) containing combustion appliances. 'The CAS includes all spates connected to one another by code compliant openings. CAS volume: _ txwxH 1. W H ____ ...ft' :Step $: Determine Air Changes per Hour(ACH)1 DefaultACH values have been Incorporated Into Table E4 for use with Method 4b (KA1R Method). If year of construction orACH is not known, use Method 4a (Standard Metiied). TRV ft' Step.q; oetertnine.Required Volumefor:Comliust)on Air.(DONOT COUNT DIRECT VENTAPPLIANCES) 4a. Standard Method Total Ott:/hr input of all combustia appliances Input: Stu/hr tise Standard Method column in Tab E-1 to find Total Required TRV: ft' Volume(TRV) it CAS Volume (from Step 2) is greater an TRV;Nenno outdoor openings are needed.. If .CAS Volume (from Step 2) Is less than: RV then go to STEPS. 4b. Known.Airtiafiitration :Rate (KAIR) Met ...(DO NOT COUNT DIRECT VENT APP ANCES) Total IRON input of ail fan.assisted and po at Vint appliances Inn : Btu/hr Usefan-AsSisted Appliances column to Table F- :to fled RFA;ftt Required:Volume Fan Assisted (RVFA) _� -� Total fltu/hrinpul of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column In Table E-1 to f RVNFA: ft' :Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA +:RVNDA T' : _ , .= .if cAS Volume,(From Step 2) Is greater than TRV. then no outd ; openings are needed. if CAS Volume (from Step 2 b less than Tay then :oto STEP 5,s Step Si: Calculate the ratio of. availablelnteriorvolume to the ot • . required volume,. Ratio=CAS Winne (from Step ?)tilvlded.byT'RV.(fromSte .. a ortep4b) Ratio=. / = Step 6: Calcutate:Reduction Fatter (RF),. IV= 1.minus Ratio RF a 1 - Step'?: Calculate single' outdoor opening ss if alll coin. stion air is from0 ide. Total 8tu/hrinput of all Combustion Appliances: in th` same CAS Input: Btu/lir (EXCEPT DIRECT. VENT) Combustion Air Opening Area (CADA); •Total Btu/hrdivlded b 3000 Btu/hr.er.In" CAOA = 00 Btu/hr per in" =. inx . Step 8:: calrruiate: Minimum CAOA, NIinimurrt:CAOA = CAOA mantled by RF in€mum CAOA = x _ in' Step 9: calculate Combustion Air Opening Di..,.eter (CAOD) CA00 =3:13 multiplied by the square root of Minimum CAOA CAOD =1:3.3 V Minimum CAOA = In, diameter a u one Inch in'stte if usin: flex duct 1 If desired. Aptcan be determined using ASHRAEt:elculation or blower door test Followprocedures in Section • 6304.. ..... .. . Page 5 of.6. Electrolux Over -the -Range Microwave EI306M60M S Fast Cook Options Gives you oven results at microwave speed—perfect for roasting, cooking and baking everything from steaks to cupcakes. Cook -2 -Perfection® Technology Uses a diamond -design rear wall, plus stirring fan and turntable to heat your food evenly every time. Sure -2 -Fit® Capacity Our 1.8 cu. ft. extra -large microwave will hold nearly any dish. Auto -Cook Options Cook display prompts you through Quick Meal options and Dinner Recipes. )(5? fiviakA4( /-/Al 30" OVE ,Oven Cavity atts Oven Interior _r 'interior tight 4-1/4' Glass Tanta ontrol Panel Features: ':,, THE -RANGE CONVECTION MICROWA 113Cu.Ft. ',.. 1000 `-Stainless Steel „ Yes ,.Yes ------IQ-Touch =EleCtronice:Controis =='Front-Dispay with Blue eLED Electronic Clock& Timer Humidity Sensor `Powei?tevels fOUCh PtidCeriteas s3 • Fasteook Options Yes -2=Yes Yes 31 Cook-2-PerfecttoneTechnotogy Yesk-. Auto=Start Auto -Defrost Options."'. Auto -Cook -Options - - =. g-OuiettMeai (4), Dinner Recipes! Auto-Melt/Soften-Optlans4___.- Ace Cream (1), CreamGheeee(1), B Auto -Retreat Options _ Breads (2), Pasta (1 Beverage (0.5=2.0-Cups)=1_ Sensor -Cook Options Cookl511, Reheat (1), Popcorn`'(1),1Baked Potato (' Frozen Vegetables (1);:Fresh Vegetables (1) _ _ Yes inti -Stage Cooking Options -"-g 4 Shortcut Options - 6 Add 30 Seconds :- i _ _ -::Yes Custom Help Options - -:`5 Panel Lock - _ - -Yes Demo: Mode- Adjustable Sound Level for Timers/Reminde oretLess-Function` Keep Warm Setting - - - A ditionalFeatures'--- Yes , Yes Yes Yes Signature Soft -Arc Oven Doorand Handle Design, , Yes - GlassWindow - - VeftilatioriSysterrt'' 'Hood fart-- Duct Grease' Fil Accessories Metal Rack 36- Filler. Panel Kit Stainless Steel.- PN -It MWFI Specifications Color - Convertible` 4=Speed 2 Included -- Optional Stainless Steel .. Oven Cavity Dimensions S Height - _ Depth Product Dimensions 14,23/32" -":- ht (including 4-23!32• F:; tit(inciudingg Lower Extrusion) T-5/16" Depth (to:Center of Are -Including Rear Extrusion) ` 47 318 Power Supply Connection Location Right Top Rear -voltage Rating : 120ttfe0htiltSA Connected Load (kW -Rating) 0 120 Volts* -1.71 Amps -120 Vohs - - `:14.3 ' Frequency(MHz) `- - 24 - - Microwave {Netts 0120 Volt input = 1050 - -_ Convection - Watts@ 120 Volt input=_v • 40' Electrical Cable Shipping Weight (Approx.) ` 'Ventilation system -s preset to recirculate eft beide with n dui exhaust Is optional.,-,, • Forute on adequately wired 120V deficatedexa . �. ground wse. Appliancemust be gieu-Wed for gate c NOTE Ohara Consult loceland natloeat electric codes. for detailed installatie insructions on the web at ;Specifications subject tochange. -1500 _ •;:Included _- electroluxappliances.com Wail Huang Warmar frawarg \/ant Hnnrls Dishwashers / lnriar C. i intar laghars / llniarg s;uewwoo we;I O a a O 0 IV O 3 m m 2 PPL al Pad Cri c W -0 $. 1 tD O N CD 3 02 CO(07 8 . a $ x. g (IQODa 'Po g is 83 c w 1. o. co pT 3 S 1B101, PABJO :s;uewwo3 wadi aur x :swewwoo we X W w(n00»DC)cnomZ7JC)'+? o O --1135-1.1036'0,g2.03573 mu.r-Wo mamm co DS 2 rm � ° G) g"o 7O 5 C' v, m m • PI n en Cl ., i Ci a 2. n • $ i g (D(9. F - co a! i= ✓ -• 0, ii m I a w 3 R 8 m 0 V m a C -n O1 O S. a W V CD @ ] , -I ƒ72. 0qr0)2/gwoEg� g/2k/ J -a5Igc.Sm 3-r�2 " k c. 08-2012 201§0. p El I en0 E a A- •a-,. l 2 2 &Es /ƒ)x ws Q . • . - K @q: { kCr / . .... k k I £ 3 = § . j . . [ 0. § / § ■ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ca DATE OF SURVEY: SAY/3 LATEST REVISION: 41Z$//3 O z < DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company O 0 • Building Permit Applicant O 0 • Legal description i Aq❑ 4 • Address `3/53-L./ 31Sl',L 2 Niin eey46. Lame. ,,, 0 0 • North arrow and scale ,J' 0 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) /I 0 0 • Directional drainage arrows with slope/gradient Vo O 0 • Proposed/existing sewer and water services & invert elevation • .,0' 0 0 • Street name /fj ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) .' 0 0 • Lot Square Footage A0 0 • Lot Coverage ELEVATIONS Existing 5 ❑ 0 • Property corners ,..121 0 0 • Top of curb at the driveway and property line extensions 0 0 • Elevations of any existing adjacent homes gyp' 0 0 • Adequate footing depth of structures due to adjacent utility trenches .2'' 0 0 • Waterways (pond, stream, etc.) Proposed 7 ❑ 0 • Garage floor 0 0 • Basement floor 0 0 • Lowest exposed elevation (walkout/window) „13' 0 0 • Property corners _,g' ❑ 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 71 0 • Easement line ❑ 4 0 • NWL 0 )' 0 • NWL ❑ ;2' 0 • Pond # designation ❑ V 0 • Emergency Overflow Elevation ❑ X 0 • Pond/Wetland buffer delineation Y ,/Rte • Shoreland Zoning Overlay District Y `t • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions 0 0 • Right-of-way and street width (to back of curb) ed 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) /2( 0 0 • Show all easements of record and any City utilities within those easements �' 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures 7 0 0 • Retaining wall requirements: ®� Reviewed By: G;/FORMS/Building Permit Application Rev. 11-26-04 Date O 0) r' 0-0 01 -' Stn tn-0 5•-ra.0 0 C") U) S0WU) O CO CD =CO Nm C I 7, c-. 3 • 0 3 -Cs CD O O, C CD< 0 0 0 •-•-0=,' C -1 3- 3 3 C ( N CD 0 0) CD -0 H O n) (n < ', Z tan ton fi C N 13 N C W- ') = p n• , N 3 O N' O 3-O 0 -r `G ,,,'=,",--..0 ,- Q 0 0 3 O< 3 _3 0 O O _3 rt 0 0-N Q O ,-1-rt N to 0 0 31.0 N C C rt, 08-00--13N•-0to 0 0 ((DD h N 0 0 ,N+ 0_ Q t°n 3 O0 0 Q OCr = p N d 0 f�D rt • rO- • Cr O to - r'''' C CO Q- Q (Q Z Q_ 3° - U C O (� O O C !n fD 3 3 fD °-I CD Q 0 3 D_ rt to rt \G O -O S p 3- 3 3 • O O 0. • (n (D < O rt rt -0 rt �, O 'o CD 3 Q- 3 0 to s< c 3 ,+ W CD S O CD fD CD 3--0 0 0 0 0 (D O 3' n O p CD Q 0 6 Q_ c N 0`G Q 3 °- 0 O Q- O to g Q -.. 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SUORDAGI9 asnoH tn \�\\� tT co CD C_ U) -„ (909.9) If X O p O et 0 Po O O p 0 0 0 0 V/ 33 7 CD CO 000 CO CD N CDCON V1 CD CD° N oN� CD F ( p 1'1 � O 3 rt � 0 24.92 N00°06'13"E CO N00°06'21 "E 86.80 21.09 . \I CO 0) N O DRAINAGE AND UTILITY 65.71 EASEMENT PER PLAT v (906.8) N rtCD CD m 0 o O (D = x. a) h D- - U) rt (n Oo Q F CD CD 5• Q -0 0 a) 0-a, rn ° c -o o 0 -m r„. - 0 0-0 Q CD N (899.5) 0o -°-3`3- (./)(p rt CQ O 0 0 CD X30 0. 0 ° C 0 \C 3 a LA CCD COD 0 3 0 3 St C O_ rt 0- N 3- (9 CD N W _, � ' CD CD m m O D o 3 ° O 0 - CD CD 0 - 0 0 0) N m03 o (DI m 3 0 0 0- �CO 0 C -0 II LOC 0 01 00 CO / DONNccNE I � ❑� ■ 0 0 0) fp x o O 0 3 a 5' rt 0 7 � A -C -I - 0 a _a CD CO O O 'JJ Co N v (899.4) - --� 0 in F N O O 0 0 io t I K oe • 6.1% Co 0 (99.6) (910.1) PROPOSED DRIVEWAY (910.1) 3. IO.SS068S LANE 0, 4.3% PROPOSED 0 DRIVEWAY (910.1) 0 0 11.17 0 boss0 LA W 4.8 O 0 deck 12.00 20.00 o Garage Proposed House \ F. B. L.O. 36.00 (905.5) X (905.0) IV 20 2 0\ Garage p3 O O O O -o O OJ O 0- 7CO3 0 -1 II CO (D 0 (Q 0 Co (-9-06"Y b N O O 0 3„Z-17,ZSo68N 9) o0 .83,w Proposed "House\ 8'4" F.B.L,O. 36.00 (905.5) N X (905.0) CO 0 deck 0 0� 12.00 N O 0 rn [ .35 01 N00°06'13"E 25.85 0 N00°06'21 "E 86.50 (896.6) 0 CO 30 avoJ AaInr 30 L Re (-'.i v r N) 0 0 0 a 0_ PI Q (0 Q (D 0 a CD CD 0 -w 0 0 0 c) O CD (1) 0 ro0 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com 2422 Enterprise Drive Mendota Heights, MN 55120 Revisions: 1.) 5-09-13 Stake House 2.) 5-28-13 City Revision Project # : 113130000 Folder #: 7518 Drawn by: KKS Certificate of Survey for: Brighton Homes n )1111R Pioneer Fnaineerina S UTOH 1.1014pg :ioj /Conms Jo alva JTJoD s>iyl :Xq umviQ 8 LSL :# ioPlod 00002L2LL :#mCoJd uo1elnag C)_D £raz-s (•z asnoH 33(1S £1-60-5 CI :sualscnag ulo3.2uaiaauoid•mmm MISS N AJ `SPg810g zlopuoj 88176-189 (I S9) :xz,3 anUQ asudtalug lli° 17161-189 (IS9) : 'gd SioaJJH3 n+adVJSUNV1 Sxoxanllna UNV'I SIONNV1d UNV'I SIMNIONa 11M3 �uuaaui.�ua���N�Id 0 F- Z 2 UI 4- � a) - 0 U a O .D C011 L O N U a) 7 a) C 0 0 ++ C 0 N J La L 0 -0 0 < Minnesota 0 O a) C C >; c z 0 0 w 0 — 0 0 0 o _0 0 C 3153—L1 & 3157—L2 Pilot 0 rn 02 0 JURDY ROAD a o� (9'968) 3„ LZ,90000N M M m S8'SZ 3„ C L,90o00N cri co S 0 0 N N a N N O rn 00 z OL Hca `•,('1 X11 rn (D 0 116^1 >oap ---1 L'02 rn X I X 06) x (s•so6) 0092 0 0 (0'906) X (s'so6) OZ 0T8'd t79 0 `as nc4-1\ 0 pasodo)d �L L ...„• •.Lco X F 9'606) 29r 0 0 A 0 0 0 M �- V 0 m M3n01a o(NI m a3S0do2ld 1.6 00'9 + 9 asnoH asodo.1d a5oao0 `, a6DJDO 0 � 0 0L o N %C.t — __J rtErt -411(1k. \ rn I 0- CS) Cf; 0 Orn 4 it L 0 u) E0 o O a o N D N rn CO2 I/ / 1/ V 0 0 1V -Id 213d 1N31/43SV3 l.11lllfl (INV 30VNIV2la i LL'49 rn 00' -7 0.OZ 00 z )soap 9' N) a 0 2 LL LL 0 0 rn (L'0 l6) ) VM3AIHG a3Sodo2ld (VOW) (9'606) 3N ,JNI1JOa / o rn 0 N N 0 i i S 0 0 N (O O <o.p l� 0 0 0 N S t) >0 L10� O 0 C 0 0 C �0 Q O a 7,-, w >,� 0 •a' ON J >N N N - C a 0 (17.668) on N I Co O UL -z v N N N a � -O LJC. 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O c N 3 a O E O a O ° 0 > C a) a a E o +J O Ta L V' E a d ° C a� a),� a = 0 0n o 0 O a -D�a0 0 00 oa O ___..'8 1,.:=.-- ° c o N� 0 0 „) n O-0� c 0,-- iia � o a s ° 0 u, 0 _o�c 0 '1') TO -o C 0° 0- c 5 n� n 0 a 0 CO • a� 3 O 0� L o._ a L -O n O O� i -O v O 3 0 O C E v o 0 L o>° y� L-0 .0 a a a0 C 0 0 0 0 0 0 3 °�a0° °>'0 N>. �'00-°Cc cos°ao U)- - 0 E O 0 a) L N O E C cn - 7 0 0 0 0 V- 7 a_ L C O N 0 Z "Q _O O C O E 0 0 0 0 O ++ : ): ' -O N O 0 O O -O C (n F c N E 0 O L. o o� o 00°-'-'0(1) L Lt- C) DEn - ob 0 2.g cn � > o -� � o'er c u i ? � .° E ° � ac co 0 0 0 c0 0 >~ aa5 0 o 0 0 as o'0 0.' 0 cZ 0 0 °> m u) aH a 0)) Lm a o — w �' 0 cs L 0 o: 0 0 0 0 0 0 a CD r- S 0 4) N a.E 4) (n O N Ni -O a v1 U o 0 4 ._ au) tot L in a 0 .+. CD 0 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) Design No. U301 Bearing Wall Rating 2 HR. Finish Rating 66 Min. 1. Nailheads - Exposed or covered with joint finisher. 2. Joints - Exposed or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nails - 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diem, 1/4 in. diem heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board - * - 5/8 in. thick , two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6" o.c. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 o.c. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 1 In. long Type S bugle -head steel screws spaced max. 24 in. o.c.; face layer attached with 1-5/8 in. long Type S bugle -head steel screws spaced max. 12 in. o.c. AMERICAN GYPSUM CO - Types AG -C, AGX-11, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD - Type DBX-1. CERTAINTEED GYPSUM, INC: Types 1, FRPC, EGRG, ProRoc Type C or ProRoc Type X. CERTAINTEED GYPSUM CANADA, INC. - ProRoc Type C, ProRoc Type X, ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY - Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX. G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP - Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C/A. NATIONAL GYPSUM CO - Types FSK, FSK -C, FSK -G, FSW, FSW-3, FSW-C, FSW-G. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Types C, PG -2, PG -3, PG -3W, PG -4, PG -5, PG -5W, PG-5WS, PG -9 or PG -C. TEMPLE-INLAND FOREST PRODUCTS CORP - Type TG -C. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1. STANDARD GYPSUM L L C - Types SGC, SG -C or SGC -G. UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX. USG MEXICO S A DE C V - Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX. 4A. Gypsum Board* - (As an alternate to Item 4) - Nom. 3/4 in. thick , installed as described in Item 4. CANADIAN GYPSUM COMPANY - Types AR, IP -AR. UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DEV C V - Types AR, IP -AR. 4B. Gypsum Board* - (As an alternate to Items 4 and 4A) - 5/8 in. thick , 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY - Types SHX. UNITED STATES GYPSUM CO - Types SHX. USG MEXICO S A DEV C V - Types SHX. 5. Molded Plastic** Not shown, Optional - Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended installation details. ASSOCIATED MATERIALS INC ALSIDE, DIV OF GENTEK BUILDING PRODUCTS LTD HEARTLAND BUILDING PRODUCTS INC VYTEC CORP NEBRASKA PLASTICS INC 6. Steel Framing Members - (Optional, Not shown)* - Furring channels and resilient sound isolation clip as described below: A. Furring Channels - Formed of No. 25 MSG gain. steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. o.c. perpendicular to studs. Channels secured to studs as described in Item B. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No.18 SWG galy. steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping 1f6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 4. B. Steel Framing Members* - Resilient sound isolation clip used to attach furring channels (Item 6A) to studs. Clips spaced 48 in. o.c. and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. *Bearing the UL Classification Mark 16"O.C. 16"O.C. 2x4s's FIRESTOPPED 5- 3 .3/s-? rrz-c LA.) EAGAN EWE „DING ft C.i 'CTIONS DIVISION MiTek® MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 Re: 131071R 00 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by P & M Truss. Pages or sheets covered by this seal: I21114822 thru I21114822 My license renewal date for the state of Minnesota is June 30, 2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan, speer ficafion, or report was prepared by me or under my direct aupetvin and that I am a duly Licensed Pro- fessional En. _ = nder the I of the PATE REG N0.21989 .315-3 -Pc? £OpJ€2fi4 L -N FP -6/7/ 0 September 6,2013 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job Truss Truss Type Qty Ply 0 0 131071R V5 VALLEY 2 1 0.5 UNITS DCK 121114822 Job Reference (optional) P&Nl Truss Inc., !sant, MN 55040 7.430 s Jul 25 2013 MTek Industries, Inc. Fri Sep 0611:56:36 2013 Page 1 ID:1KXBvRS1oTVt grJZogkPQiyrsYY-NI4WNIABb6uOpj2wg9srUJUmst8vlVXg1JQ58dygMMv 9-9-6 i 9-9-6 RIGHT END OF TRUSS STUBBED 3.5" 3 CI PA KM PIM PIIK-OrMail KV K.•2181111P14 PISIV Ple PM MD 3x6 5 1x4 II APPLY 2X4 SPF No.2 SCAB TO ONE FACE OF TRUSS AS SHOWN. ATTACH WITH A CLUSTER OF THREE 10d (3" X 0.131") NAILS IN EACH MEMBER. 4 2x4 I Scale = 1:28.9 LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code MNSRC/TPI2002 CSI TC 0.45 BC 0.22 WB 0.11 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) lldefl n/a - n/a n/a - n/a 0.00 4 n/a Lid 999 999 n/a PLATES GRIP MT20 197/144 Weight: 30 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=217/9-9-6 (min. 0-1-8), 4=131/9-9-6 (min. 0-1-8), 5=590/9-9-6 (min. 0-1-8) Max Horz 1=112(LC 4) Max Uplift4=-10(LC 4), 5=-36(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-449/88 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I Hereby certify that this plana sped . flcation, or report was prepared by me or under trw direct superimbn and that I em a duly Licensed Pre- lims DATE STEVEN E. FOX REQ. NO.21980 September 6,2013 A WARNING - Verify design parameters wad READ *)TES ON THIS AND INCLUDED NITER REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pirie i5R1 lumber is speckled, the design values are those effective 06/01/2013 by ALSC Mu Mitek' 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 n� za ��� D D - - > o-0 01W 050C°O,Z Q r^ O C I I ti D 0 OD Q da a) Li =, n v 0 �5mS�noQ- Z 0a (Q°� 0 O 0 i ii; CI °NN 0 -OT aWo°�� 3°-00n a-0aa m°Qm cy °QN (Q QA Qp�a°" moo° °c ° f7 °3 co m 00x 00a0Q6(Q ==- ° gym D 0"3 c 0Q3 0 oN 05-03 as fy=� 6 a (0• 3Q_ 0 a(Q p p 0 3 (D p a �p 3 0" ? 0 Q D a o , 0 -p 0-.-- N n n N< -C30 n 3 0 (D N a N C n(nwpl� (Dp(� Q p p-� OAC = an0_ 0 Q �°QQa 0- 7, _Q3 Qaa(. moo 3 �° 00-� 05' ago �3Q Q°'<D2° 9a(- Q 20 m 30N 3 °m O o -02 0. � O Q O N n� 3 0 (-p 3 ^ N O O 3 p�3 00 (D < (Q n� OBD o Op 0 Q ioaQ� oo oh oD `5' (1.13 c m (Q= CN C��Q DQ c."0. --,.O n Q � D. p Q 0 O (Q N O? Q>00n m c'<j 0 H N Q 3 T,Q 0 00 mho a07Q`. �0 -0. 0 3-. a5 •3 =.� C aX 3 m m 0 0 x C 3 `< . PLATE LOCATION AND ORIENTATION 3 O © 2012 MiTek® All Rights Reserved N y o O -0 S. 3o< A >(p 2 mann m Q_ 0 0 QC Cr Q Q ND N 0 -0O 0 < �tia0 o wQ m C 0 cO rnm o c) vrn m CT w N N m A A co .O co OD rn 70 N CO N ^n N 70 0 (D D N S1YAOdddld 3400100aO8d H L Z 2 z0 „a m - WAC A„+ pg: •- D -a x ��-1m of cZ N P N A co `^ a N r m 5.' G -c m Z 0 H cem T y A m y m v xv m P -< V m m 0 m v Z m O Dv N 0 x0 "0 ti 51 m TOP CHORD TOP CHORD weisAs 6upaquinN 0 0a<0 0 C Q 0 0 O 0 O ,(4 N O 0 700 6'O D Q O cr a3 Q � D 17. Install and load vertically unless indicated otherwise. a 0p 00 Q 0 CT,= 0 QQ D 5'2 D3 D 0 N g. O Q (D 3 0 a O 15. Connections not shown are the responsibility of others. a72Q 0 (D Q= (D -O Q- D 0;�, (D 0 30, C 3. -c& p 7 O 3 a mo 0 30 33 3 • 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. sa4oN Amos NAILING PER FIGURE 8602. 10.6.2 511EATNING ON FRONT OF GARAGE TO BE 7/16" 055 NAIL AT 3" EDGES $ 6" IN FIELD SEAM BLOCK ALL SEAMS. WALL HEIGHT FROM PLATE WILL BE 10' 8" ERO NT ELEVATION 3153 & 3157 Doneene Lane, Eagan, MN 55121 Brighton Homes LLC Phone: 651-592-9012 11200 W 78th St E-mail: nms84@msn.com Eden Prairie , MN 55344 Becklin & Whitney Consulting Engineers, Inc. 444 -18TH AVE SW P. O. BOX 471 CAMBRIDGE, MN 55008 PHONE (763) 689-5631 FAx (763) 552-5631 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DOUGLAS K. WHITNEY, P. E. DATE: SEPTEMBER 9, 2013 REG. NO. 15910 EAGAN REVIE ED .G INP,_. IONS DI'fI:SRG Brighton Homes LLC Page 2 of 4 pages September 9, 2013 FRAMING CORRECTIONS 3153 & 3157 Doneene Lane Eagan, MN 55121 Nail the 2x4 flat stud with 12d at 3 inches on center. Block all seams in the sheathing with 2x4 and nail 3 inches on center. Brighton Homes LLC Page 3 of 4 pages September 9, 2013 3153 & 3157 Doneene Lane Eagan, MN 55121 Add straps as shown. The straps at the bottom are not required per TABLE R602.10.5, foot note 'c', but add to the stability. We have reviewed the plans and the construction, the repaired wall will meet the requirements of the 2007 State of Minnesota Building Code and the 2006 IRC. MAX, HEIGHT 19' Brighton Homes LLC Page 4 of 4 pages Code Reference 31E P{ September 9, 2013 ex-rENT. OF H ADER DOUBLE PORTAL FRAME (TWO BRACED WALL P EXTENT OF I -FADE TAL FRAME (ONE BRACED WALL PANEL) NET HEA -DER 5' TO 18' 'STEN TOP PLATE TO HEADER WITH TWO ROWS OF 199 SINKER NAILS AT 9"0 C TV? I ON LB STRAP OPPOSITE SHEATHING 3153 & 3157 Doneene Lane Eagan, MN 55121 IDOOLS STRAP FASTEN SHEATHING TO HEADER WITH OD COMMON OR GALVANIZED BOX NAILS IN 3." GRID PATIEFIN AS WOMAN!) 3" D.C. IN ALL FRAMI NO (STUDS, GLOOKINO, AND SILLS) TYR MIN. WIDTH 16" FOR ONE STORY STRUCTURES MIN. WIDTH 24" FOR USE IN THE HRST OF TWO STORY STRUCTURES MIN. 2)14 FRAMING 3,8' MIN. THICKNESS WOOD STRUCTURAL PAN EL SHEATHING M. WWI E 2x4 POST MIN. 4260 LS71E-DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION 19502,19-92 FIGURE 11502.10.6.2 ALTERNATE RCED WALLP NEL ADJACENT TO A TYPICAL PORTAL FRAME OCNSTRIJCTION FORA PANEL SPLICE (IF NEEIDED), PANEL EDGES SHALL BE BLOCKER AND OCCUR W111 -11N 241 OF MID - HEIGHT. ONE ROW OF ry P. SHEATHING -TO FRAMING NAIUMn IS REQUIRED IF 2X4 SLOCIQNG IS USED, THE 2X4'S MUST HE NAILED TOGETHER WITH 3 160 SINKERS The wall height from plate will be 10' 8" and width about 22" OR OR WIN MINI. 1000 LB TIE DOWN DEVICE PE 4.4 NG '*6 City of hop Address: 3153 Doneene Lane Zip: 55121 Permit #: 111428 The following items were I were not completed at the Final Inspection on: / V11/3 Final grade - 6" from siding jimor Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn t/ ider Trail / Curb Damage Porch Af/A, Lower Level Finish v'/ Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists