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1808 Ellie CtCit of Eaaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Date: 6/11/12 I (YD(oLfc,a pL pc_0(0q7 luco 85"D-3:/7 *a 70 -3.1? Use BLUE or BLACK Ink For Office Use Permit Permit Fee: Date Received: Staff: /6664-7 g70,39`i 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: 1808 Ellie Ct Unit #: Name: Endres Custom Homes, Inc. Phone: 612-221-2215 Address / City / Zip: 15690 Duck Pond Way, Apple Valley, MN 55124 Applicant is: X Owner X Contractor 7 1, 1La !! / Description of work: Construction of New Single Family Home Construction Cost: $380,000 Multi -Family Building: (Yes /No x ) Company: Endres Custom Homes, Inc. 15690 Duck Pond Way, Address: City: Apple Valley Contact: Dustin State: MN Zip: 55124 Phone: 612-221-2215 License#: 9C494675 Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes x No If yes, date and address of master plan: Licensed Plumber: A/C Tompkins Phone: 952-428-9028 Mechanical Contractor: A/C Tompkins Phone: 612-229-5994 Sewer & Water Contractor: A/C Tompkins Phone: 952-428-9028 NOTE: Plans and supporting documeni the infor Cation mai ire cla sified as no submit a. you prove; fie are kdt l"on. Portio the it 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.gopherstateonecail.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x Dustin Endres Applicant's Printed Name Applicant's Signature Pa! • DO NOT WRITE BELOW THIS LINE /(-f(a SUB TYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% J/ Census Code #of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Levet _ Interior Improvement Move Building Fire Repair _ Repair 4o, /®/ 1 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 �,',1I G , Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS .0 Footings (New Building) Footings (Deck) Footings (Addition) ,4f Foundation Drain Tile ,e Roof: jp Ice & Water 41 Final 14 Framing Fireplace: Rough In #Air Test 4tc Final ,! Insulation Sheathing Sheetrock Reviewed By: erv RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL .1.092 R-1 1 3 5'?y 40 90 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Aro 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 - Siding: _Stucco Lath Stone Lath Windows Retaining Wall: Footings -Backfill Final Radon Control Erosion Control , Building Inspector Final Brick to ?a 7-7 /J4' ?j uAI !IL; LCL. `3: /'iiv 6-L — / sr FAIL .LS/'fp g- 5obja 3? @ 3 P. /lD6 % PaRo• 17'(c " 1ZZ44'1'rti@�3 7@ 13¢ y/s163 ,a?,QZ 3 29.072 So 39 7&'30 yto. ir X5,2 S-7 Page 2 of 3 ' New Construction Energy Code Compliance Certificate RCr-t!!�D Lvk Per NI101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Date Certificate Posted JUN 2 0 :7312 Mailing Address of the Dwelling or Dwelling Unit 1808 Ellie Ct City Eagan Name of Residential Contractor Endres Custom Homes, Inc. MN License Number BC494675 THERMAL ENVELOPE RADON SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell (Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab X Foundation Wall 10 X INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 10 X INTERIOR Rim Joist (1St Floor+) X Wall 19 X Ceiling, flat 44 X Ceiling, vaulted X Bay Windows or cantilevered areas X Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.30 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.30 R -value MECHANICAL SYSTEMS 1 Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X / Not required per mech. code Fuel Type GAS GAS 410-A Passive Manufacturer LUXAIRE AO SMITH LUXAIRE Powered Model TM9X100B12MP11A GPVH75 100 TCJF36S415A3A Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 100,000 Capacity in Gallons: 75 Output in Tons: 3 Other, describe: Structure's Calculated Heat Loss: 85,314 Heat Gain: 2493" AO it 1t Location of duct or system: Efficiency AFUE or HSPF% 95.5 SEER: 13 Calculated cooling load: 27,395 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 C . . b tion Air Select a Type AI Not required per mech. code X Passive X Heat Recover Ventilator (HRV) Capacity in cfins: Low: 118 High: 177 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Loca ion of duct or system: BASEMENT Continuous exhausting fan(s) rated capacity in cfms: Location of fan(s), describe: I 150 Cfm's Capacity continuous ventilation rate in cfms: 7 ,/"...-" round duct OR A.'� Total ventilation (intermittent + continuous) rate in cfms: 175 total 88 continuous 6 " metal duct Created by BAM version 052009 RECEIVED JUN 192012 Molina Model HVAC Load Calculations for Endres Custom Homes 15690 Duck Pond Way Apple Valley,MN 55124 R HRHVA,,HVACL.A.s Prepared By: Dana Tompkins Residential Heat And Air 1815E 41 St, Suite A Minneapolis, Mn 55407 (612) 229-5994 Monday, June 18, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Project Report Project Title: Designed By: Project Date: Project Comment: Client Name: Client Address: Client City: Client Phone: Client Fax: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Company Comment: Molina Model Dana Tompkins May 29,2012 New Construction rambler unfinished lookout basement Endres Custom Homes 15690 Duck Pond Way Apple Valley,MN 55124 612-221-2215 651-344-4337 Residential Heat And Air Dana Tompkins 1815E 41 St, Suite A Minneapolis, Mn 55407 (612) 229-5994 (952) 470-0588 Bid prepared by Dana Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Winter: Summer: Minneapolis, Minnesota Front door faces South Medium 44 Degrees 834 ft. 0.970 Outdoor Outdoor Dry Bulbet Bulb -15 r/-12.38 88 (/ 73 Outdoor Indoor Indoor Grains Rel.Hum Rel.Hum Dry Bulb Difference 100% n/a 72 n/a 50% 50% 75 35 Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,142 4,730 40,414 CFM Per Square ft.: Square ft. Per Ton: 0.241 2,072 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: Btuh 85.314 MBH 1 Btuh 984 Btuh 27,395 )Btuh 75 % 25 % 2.28 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\molina model.rh9 Monday, June 18, 2012, 9:03 PM Total Building Summary Loads molina: Glazing-molina, u -value 0.3, SHGC 0. molina door: Door -solid door" garage door: Door -metal garage door patio door: Door -patio 12E-Osw: Wall -Frame, cavity, no board insu ation, siding finish, wood s 15A-10sffc-8: Wall -Basement, concrete block wall R-10 foam board to floor, no framing, no interior finish, - filled core, 8' floor depth nsulation in 2 x 6 stud 16B-44-zd: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and P on Ceilings), vented attic, no radiant barrie R-44 insulation, dark membrane 557.5 14,549 20 313 17.8 278 17.8 464 1993 11,787 1836.9 6,710 0 8,527 8,527 0 86 86 0 77 77 0 128 128 0 2,088 2,088 0 0 0 0 0 0 0 25 48 0 26 26 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 2111.3 4,043 0 1,765 1,765 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shin.I- or Dark Metal, Tar and Gravel or Membrane R-44 i . ulation 21A-20: Floor -Ba -ment, Concrete slab, any thickness, 2 2330.3 5,473 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 391, Summer CFM: 205 Ventilation: Winter CFM: 0, Summer CFM: 0 Total Building Load Totals: 0 0 0 43,665 0 12,697 12,697 9 1,800 2,070 3,870 0 600 600 0 0 0 5,325 429 2,199 2,628 36,324 4,755 2,845 7,600 0 0 0 0 85,314 6,984 20,411 27,395 Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,142 4,730 40,414 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: CFM Per Square ft.: Square ft. Per Ton: 0.241 2,072 85.314 MBH 75 % 25 % 2.28 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\molina model.rh9 Monday, June 18, 2012, 9:04 PM 5'-0" MAX. EXPOSED HEIGHT SECTION NOTES 1. FOR LOWER HEIGHT PORTIONS OF WALL, TOP COURSES OF BLOCK AND GEOGRID MAY BE OMITTED SO THAT NO MORE THAN THREE BLOCK COURSES ARE PRESENT ABOVE TOP LAYER OF GEOGRID. 2. RETAINING WALL DOES NOT REQUIRE GEOGRID FOR AN EXPOSED HEIGHT OF 3'-0 OR LESS. 3. UPPER GEOGRID LENGTH MAY BE 3`-6" WHEN BUTT UP TO GARAGE FOUNDATION. OPTIONAL 4" CAP BLOCK CLIFTON 8" RETAINING WALL BLOCKS DRAIN TILE BY OTHERS COMPACT NATIVE OR RLL SOILS @ BASE BURY FIRST BLOCK ROW MIN. FREE DRAINING AGGREGATE (MIN. 1'-0" WIDTH) COMPACTED FILL 6° 111 6" MIN. COMPACTED GRANULAR BASE WALL SECTION GEOGRID REINFORCED RETAINING WALL 0 0 GEOGRID GEOSYNTHETIC REINFORCEMENT TYP. (MIRAGRID 3XT OR EQUIV.) Rev Date Retaining Wall 1811 Ellie Ct Eagan, MN Project: Designed By: Ryan Mack Endres Custom Homes 11732 Independence Way Woodbury, MN 55129 Client: 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that i am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 9-20-11 License Number: 45470 Signed: V ^ Print Name: Trevor A ner Project Number: 11.01088 SG) ^ Drawing Date: September 20, 2011 Sheet: 2 of 2 5201 East River Rd Suite 308 Minneapolis, MN 55421 Tel 763-571-2500 Fax 763-571-1168 www.ulteig.com © COPYRIGHT ULTEIG ENGINEERS INC. 2011 i SCOPE DESIGN AND DETAILING OF A MODULAR BLOCK RETAINING WALL. ALL CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. NOTES 1. THE BASE OF THE RETAINING WALL IS TO BE BURIED INTO VIRGIN MATERIAL OR ENGINEERED FILL AS DETAILED ALONG THE ENTIRE LENGTH OF THE WALL. 2. CONSTRUCT THE RETAINING WALL WITH STAGGERED ROWS OF LANDSCAPE BLOCKS. DO NOT STACK ONE BLOCK DIRECTLY ABOVE THE BLOCK BELOW. 3. DRAINAGE FILL IS TO BE CLEAN 1" MINUS CRUSHED STONE OR GRANULAR FILL THAT MEETS THE SEGMENTAL UNIT MANUFACTURER'S SPECIFICATIONS. 4. INSTALL DRAINTILE AT THE BASE OF THE WALL. DRAINTILE IS TO DRAIN TO DAYLIGHT AT EACH END OF THE WALL AND INTERMEDIATELY AS REQUIRED BY OTHERS. DRAINTILE AND DRAINAGE ARE ESSENTIAL TO KEEP THE WATER PRESSURE AND EARTH PRESSURE REDUCED BEHIND THE WALL. 5. FOLLOW ALL INSTALLATION INSTRUCTIONS PER BOTH THE BLOCK AND GEOSYNTHETIC REINFORCEMENT MANUFACTURERS. ENSURE REINFORCEMENT GRID OR TEXTILE IS ORIENTATED IN CORRECT DIRECTION. 6. WALL LAYOUT, PROPERTY BOUNDARIES, GRADING, EXCAVATION, OVERALL SLOPE STABILITY, AND DRAINAGE IS BY OTHERS. MATERIALS SEGMENTAL BLOCK UNITS: GEOGRID GEOSYNTHETIC REINFORCEMENT: SOIL ON SITE: ALLOWABLE SOIL BEARING CAPACITY: CLIFTON 8" BLOCK MIRAGRID 3XT OR EQUIV. SAND ((1)DEsiGN = 34°) 2000 PSF CODES 2007 MINNESOTA STATE BUILDING CODE w/ AMENDED 2006 IRC SAFETY FACTORS: SLIDING - 1.5 OVERTURNING - 1.5 BEARING - 3.0 Rev Date Retaining Wall 1811 Ellie Ct Eagan, MN Project: Designed By: Ryan Mack Endres Custom Homes 11732 Independence Way Woodbury, MN 55129 Client: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 9-20-11 License Number: 45470 Signed: Print Name: Trevor Akner Project Number: 11.01088 s Drawing Date: September 20, 2011 Sheet: 1 of 2 5201 East River Rd Suite 308 Minneapolis, MN 55421 Tel 763-571-2500 Fax 763-571-1168 www.ulteig.com 0 COPYRIGHT ULTEIG ENGINEERS INC. 2011 SHERWIN WILLIAMS. As of 04/27/20 1. Complies with OTC Yes LEED® 09CI No SCAQMD No LEED®09NC No CARB No LEED®09CS No MPI Spec # No LEED®H No NGBS No 108.17 INTERIOR LATEX MOISTURE VAPOR BARRIER PRIMER/FINISH B72W1 CHARACTERISTICS Interior Latex Moisture Vapor Barrier Primer/Finish is a coating designed to reduce the loss of moisture through walls and ceilings. Moisture Vapor Barrier Primer/Finish combines a primer and finish in a single, fast drying coat. Moisture Vapor Barrier Primer/Finish is specially formulated for manufactured housing facilities. Upon field installation of the home, this product can be topcoated with any Sher- win-Williams' interior latex or alkyd prod- uct. Color: White Coverage: 200 - 250 sq ft/gal @ 6.0 - 8.0 mils wet; 1.8 - 2.4 mils dry Drying Time @ 77°F 50% RH (temperature and humidity dependant) To touch: 1 hour To topcoat: 4 hours Finish: 0 - 10 units @ 85° Flash Point: N/A Solvent/Reducer: Water Tinting with Blend -A -Color: Base oz/gal Strength White 0-4 75% Vehicle Type: Vinyl Acrylic/Styrene Butadiene VOC (less exempt solvents): 73 g/L; 0.61 Ib/gal Volume Solids: 26 ± 2% Water Vapor Permeance ASTM E96 A less than 1.0 perm Weight Solids: 40 ± 2% Weight per Gallon: 10.3 Ib SPECIFICATIONS Drywall System 1: 1-2 cts. Moisture Vapor Barrier Primer/ Finish System 2: 1 ct. Moisture Vapor Barrier Primer/ Finish 2 cts. Sherwin-Williams Interior, La- tex or Alkyd, Architectural Top- coat APPLICATION Do not thin. Reduction will adversely affect the perm rating. Apply at temperatures above 50°F. Brush - Use nylon/polyester brush Roller - Use 3/8" - 3/4" nap cover Spray - Airless Pressure 2000 psi Tip 017"-.019" SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other ad- verse health effects, especially in chil- dren or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a prop- erly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1 -800 -424 - LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Scrape and sand peeled or checked paint to a sound surface. Sand glossy surfaces dull. Seal stains from water, smoke, ink, pencil, grease, etc. with the appropriate primer/sealer. Drywall Fill cracks and holes with patching paste/spackle and sand smooth. Joint compounds must be cured and sanded smooth. Remove all sanding dust. CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with mineral spirits to pre- vent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. 04/2012 www.sherwi n-wi II iam s.com continued on back Date: 6/14/2012 Revision Date: 6/14/2012 New Construction Site Information Address 1: 1808 right size mech Project #: Address 2: l 44/4 " Lot: Block: City: County: Subdivision: Application Information Business Name: Residential Heat & Air MN Contractor License #: Contact Person: Dana Office Ph: 612-724-1899 Fax: 612-724-2018 Cell Ph: 612-229-5994 Address 1: City: State: Zip Code: House Details Square Feet: 4955 sq. ft. Avg. Ceiling Ht: 8.5 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 184 cfm. 175cfm ✓' Minimum Continuous Ventilation :75cfm. 88cfm Intermittent Ventilation: 109 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 75,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 300 Make -Up Air No Make -Up Air Required by Code Combustion Air Round Rigid Required: 6 inches or Insulated Flex: 7 inches ✓ .777l/4 gore., 1". ?5 )C /.7.4, x 8 Applicant Name (print): Signature/Date: Code Official (print): Signature/Date: © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 .. City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy City of Eagan INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMA CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development MADELYN WOODS Lot Number Address Builder 7 1808 Ellie Court Block Number 1 Engriss Custom Homes Phone Number: 612-221-2215 Contact: Dustin Endris Tree Protection Requirements: X Tree Protection Fencing Installed on Site Re -set tree protection fencing when ground thaws out) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Attachments: Not Required As Follows: (Transp spring before leaf g X Yes (Refer to att No Additional Notes: ,EAG5 early s , TR BY E Y DIV ched oc ils) ` Q H:\ghove\2013fIe\treepres\Tree Preservation Plan Madelyn Woods Lot 7, Block 1 day of May, 2012. ltd s 13 00'Zt nx 002 1.1 1) 8 0 era! k _ o g n 31334 oo.9i 0 5' radius tree 1-- 0 xa 22 0.6 m , '-+u 3kr iofty w/o P0o 00'09 3„iC,5*,69S JOB: 124-2200.032 a> s U • ¢ o z a ,' 0 ❑ f2" 0 0 ❑ ❑ 0 0 ,e! ❑ 0 y ❑ ❑ ' ❑ ❑ • ❑ ❑ Nom" 0 ❑ •/ ❑ 0 dle ❑ 0 0 2' ❑ ❑ ❑ 0 0 PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION �- rI�lockIf Mad yn (A) di DATE OF SURVEY: ValbZ- LATEST REVISION: !/6//Z - DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in RM/ and back of curb, 22' max.) • Lot Square Footage • Lot Coverage- P-Jea,Se, !,L/So S/ It/ G,S C yberCP410 4 ELEVATIONS Existing • Property corners • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) Proposed • Garage floor • Basement floor • Lowest exposed elevation (walkout/window)- Seo i- Awe. sS %oh • Property corners O��- • Front and rear of home at the foundation PONDING AREA (if applicable) /gf -a 0 • Easement line ❑ 0 • NWL 7 ❑ 0 • HWL ia4k,e 0 ,2( • Pond # designation --2/9 30. 2 21' 0 0 • Emergency Overflow Elevation 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y N • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions '���� 0 0 • Right-of-way and street width (to back of curb) /'YX' 0 J]' • Proposed home dimensions including ansed deck overhangs greater than 2i,�orcheetc. (i.e. all structures requiring permanent footings) X0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and sideyard setback of aja ent existing structures , 021 yr' • Retaining wall requirements:. At5 STA r'/iri Grp%9' / ✓c ®/1 5i4� �Sc�Az X?Awirrtd! Reviewed By: .4 U G:/FORMS/Building Permit Application Rev. 11-26-04 *IlkDate %�-��Z �� 7//.�//L 'T v vi O O Oo a) 01-5-C W o c Q L O U v U 0 "v0 v or, CO C Loa) -)., 00 N J CI c 0,o co 0 o v 0 0 0 0 0) .0 0 0--0 a) a);o L O cnU �>♦L O-0 (3 N > _c o n) 0 0) v 0 .c 0 y 0 O 0. 0 0 r 9�'IJMd�y) J Dated this 29th day of May, 2012. LA RENDER & ASSOCIATES, INC. 0 9 0. .5 0 Nr 0 c 0 0 J a) E O C O J '> v t) vai 0 = NZ rn M— ,,9 uJ Z - -99 to 0. rn 0) M • 3 h to 0) ,03 �1S L O °> r 1� V v J z V a) c nw / w 0_ LLI s M rr W Luz m ,, 0 U p4 o tr "ii .0 • 0)x 0 40 05 • M o) ON uj xto 0) 01 0) O 0 0 0 II4. tri 1.() 00.Z1 00.02 0 CO 0 0.61 o) 00 o. x 0 COx 0) 0 rn 0 0 x(0 0 (0 rn LU is - 1• C1S 0,0 w 41, LL'£L '\ TOO till �r 0 H02JOd o oo'Z1 0oo'0 N oo'ZL 01 00' 00• 8S'L hx 00'8 0 n 8St: r^I'I � v/ N �O) V) x� z o 0 9S'Zl N 0 (p )1330 . £'91 0 x 1 4- x40 o) 0 0 00'91 x0 Lri \\69'n (0 0 w OM cn x0) N 115 1- c� O0p in U� �� � 0)0) CO Sp0 N� ) rn 30�jd ioice �ao CIc dO x 1uaw�kilnpod 9 601/./dJa (73 .oma o o; u� rn(3) 4 0 o °4 @ • 01 N M o� ON N d' 0) x !► 3“ L £� 07069S 00.09 3,. L £, 5i7069S 11 o 0 I0 L 1S • Denotes Iron Monument Found -0 0 Denotes 0 0 LO c 0 II O 0) o 11 w c -,.O Q) v--' �0 13 0 W S 13 0 N0 O CO � O N. 10 0) II O 0 a) CIVIL ENGINEERS AND LAND SURVEYORS N L U v 0 Q 10 • Eagan, Minnesota • Phone (651) 452-5051 3440 Federal Drive • Suite 10 oci 31 0 0- O 10 Ki II JOB: 124-2200.032 JANUARY 1, 2009 REPAIR TO REMOVE CENTER STUD ON A GABLE TRUSS ST-REP18 MiTek USA, Inc. 18og' c7 # /o666,6 1. THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO E I i,�!; 5 0 VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. ,26-0 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. 4. LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED. MiTek USA, Inc. Page 1 of 1 MAXIMUM STUD SPACING = 24" O.C. LUMBER TO BE CUT CLEANLY AND ACCURATELY, NO PLATES ARE TO BE DISTURBED. NO REPAIR NEEDED. m1 I 12" AX G'BLE ..,. r• • • • • • vcc• •-v-c.-•vv • •v-vrcry♦vv-rr.-vrw.-,vv-rr•-v-•v-vvv-r+-•wc•vv-vrr•-r•-cw•v-.-.-.-.-.-crrvrrrrw-.-: � THE OUTSIDE FACE OF THE GABLE MUST BE SHEATHED W/ (MIN) 7/16" O.S.B OR PLYWOOD. SEE MITEK STANDARD GABLE END DETAILS FOR WIND BRACING REQUIREMENTS. IMPORTANT This repair to be used only with trusses (spans less than 50') spaced 24" o.c. maximum, having pitches between 3/12 and 12/12, total top chord loads less than 50 psf and maximum wind speeds of 100 mph. Trusses not fitting these criteria should be examined individually. TRUSS CRITERIA LOADING : 40-10-0-10 (MAX) DURATION FACTOR : 1.15 SPACING : 24" MAXIMUM TOP CHORD : 2X 4 OR 2X 6 (NO 2 MIN) PITCH : 3/12 - 12/12 BEARING : CONTINUOUS STUD SPACING :24" O.C. (MAX) REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES COMMON MIT MiTek TC7.IVED APR 15 2610 May 6, 2002 P & M Truss P. O. Box 443 Isanti, MN 55040 Re: Gable End Components MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5343 Gable end components are intended for use as a continuation of the bearing end wall on which they rest and not as clear span trusses. These gable end components, which are typically manufactured by a truss fabricator, consist of top and bottom chords and vertical studs spaced a maximum of 24" on center held together with metal connector plates. They are fabricated in this manner for the sole purpose of transferring gravity roof loads generated by one foot of tributary area to the bearing wall on which they rest. For these reasons gable end components are not considered engineered components. Since gable end components are not considered engineered components, then field modifications such as cutting, drilling, notching, or replacing of members require no special consideration or remedial action beyond those governed by building codes for field built gables or walls supporting the same limited loads. Sincerel ceb edwanly, P.E. ngineer !hereby certify that this plan, sped - on or report was prepared by me or ender my direct sspervisian and that 1 am a duty Licensed Pro- fessional Engineer under the taws of the State of "Oneonta. DATE GARY S. REDWANLY REG. N. 24159 T,,, - 130143r Truss 76 Truss Type FLOOR Qty 1 Hy 1 p Truss Rena f r Job Reference (optional) :� ts4n,, ,.,,,1 S..Gva /gtor £LLt er om• er 1rl i4`4 0-1-8 H I I 2-3-7 9-5-1p 2-2-13 i , 23G s AFri22016?ATak irtksuies Mc Tue p,Fr.rotrri A 15 711 Repairs -the right end of this trusses for the two areas cut out of the top chord r05 1 43 2013 Pare 1 1-3-4 018 S. i 1 5z3 11 4x4 = 1 2 3x8 = 3x4 11 3 4 4X7 = 5 15x3 11 6 3x4 = 1.5x3 11 8 3x4 = 3x6 f"r)= 9 10 x3 11 4x5 12 a, e\ LOADING(psf) /.." CSI of # l/defl Ud PLATES 17 3x8= 3x6 FP= 16 4x8= 15 3x6 = Add (8'O") 2xG SPF #2 to One Side, Glue t Nail 12d @ 3" O.C! 3-11-4 19-7-8 14 4x7 = 3x4 = 3-11-4 22 0 3 Plate Offsets (X,Y)' I1:Edoe,0-1-8), 112:0-1-8,Edge], t20:Edge.O-1-8] LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0 71 Vert(LL) -0.07 15-16 ?999 480 MT20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0:52 Vert(TL) -0.17 15-16 >999 240 BCLL 0,0 Rep Stress Ina NO WB 0 37 Horz(TL) 0.02 13 n/a n/a BCDL 5,0 Code MNSRCITPI2002 (Matrix) Weight 84 Ib FT = 0%F, 0%E LUMBER TOP CHORD 4 X 2 SPF No.2 BOT CHORD 4 X 2 SPF No.2 WEBS 4X2SPFNo2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 20=-43210-5-8 (min. 0-1-8), 13=779/0-5-8 (min 0-1-8), 18=1724/0-5.4 (min. 0-1-8) Max Uplifft20=-545(LC 3) MaxGrav13=780(LC 3), 18=1724(LC 1) FORCES (Ib) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 20-21=0/549. 1-21=0/548, 13-22=-782/0, 12-22=-781/0. 1-2=0/340, 2-3=0/340. 3-4=0/1604, 4-5=0/1604, 5-6=-988/0, 6-7=-988/0, 7-8=-1873/0, 8-9=-1873/0, 9-10=-777/0, 10-11=-777/0, 11.12=-777/0 BOT CHORD 18-19=-1343/0, 15-16=011666, 14-15=0/1562 WEBS 3.18=-77610, 12-14=0/1041, 9-14=-909/0, 9.15=01361, 8-15=-266/0, 7-16=-78910, 5-16=011310, 5-18=-1680/0, 3-19=0/1184, 1-19=-632/0 NOTES 1) Unbalanced floor live loads have been considered for this design, 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to beat ng plate capable of withstanding 100 4) Load case(s) 1, 2, 3 has/have been modified. Building designer must review loads to verify that th truss. 5) "Semi-rigid pitchbreaks w th fixed heels" Member end fixity model was used in the analysis and d 6) Recommend 2x6 strongbacks, on edge. spaced at 10-0-0 oc and fastened to each truss with 3-1 attached to walls al their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (ptf) Vert: 13-20=-8. 1-6=-80, 6-12=-115 2) 1st unbalanced Floor- Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 13-20=-8, 1-4=-80, 4-6=-16, 6-12=-51 3) 2nd unbalanced Floor Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (plf) Vert: 13-20=-8, 1-4=-16, 4-6=-80, 6-12=-115 Top Cord Cut Out -Toa, 130143R Truss M2 Truss Type SPECtAt Qty 1 Ply 1 rti5 Mod ifi cation Job Referenc1.-e( ptiona ) -3--t: 44-22-10 3 0 9-6-0 5-3-6 14-9-6 , S-3-6 21-1-4 5x6 = Note, Must fit tight and square 8,00 FiT. Trim Line 6-3-14 5)(5 = IKOO K' 2010 MTeK egies KOS C TOe AprO913 46 59 2013 Pa 1 26-0-2 30-11-0 I I 4-10-14 4-10-14 3x6 37-10-13 6-11-13 / 8.0t fiLtAt. cr Px-A..ilr /044,G ELF:7‘/F0 5 71115 4x5 7 5,66I -TT 5x541 sir; x5 1r - 72" 6 6x7 = Scale e 1.73 3 ax8 = 9 16 1514 13 12 11 10 Add 3/4" Plywood Gusst To One Side, Glue $ Nail 1 Od @ 3" O.C. Cut in 2x4 I 4-2-10 I 9-6-0 4-2-10 5-3-6 SPF #2 to Fit I I 14-9- 6 5-3-6 21-1-4 30-11-0 37-10-13 6-3-14 9-9-12 6-11-13 Plate Offsets (X,Y) 12:0-2-4.0-2-01,15:0-5-12,0-2-0], 16: 0-3-4,0-2-41 LOADING (psf) TCLL. 350 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase t15 Rep Stress lncr YES Code MNSRC/TPI2002 CSI TC 089 BC 0.81 WB 0.85 (Matrix) DEFL n (loc) Udell Ltd Vert(LL) -027 11-13 >999 240 Vert(TL) -0.75 11-13 >602 180 Horz(TL) 0,11 10 n/a nfa PLATES GRIP MT20 197/144 Weight- 202 lb FT LUMBER TOP CHORD 2 X 4 SPF No.2 *Except* T1,T5; 2 X 4 DF 1800F 1.6E BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except' W12.W2: 2 X 4 SPF No.2 REACTIONS (fo/size) 10.1944/Mechanical, 18224010-7-12 (min 0-3-8) Max Horz1 6.247(LC Max Uplift18.-40(LC 6) FORCES (io) - Max Comp./Max. Ten. -AU forces 250 fib) or less ex TOP CHORD 2-3.-2445/0, 3-4.-2574/0, 4-5=-2176/3, 5-6-1790 8-9.-297710, 9-10.-1885/0, 2-18.-2199/61 BOT CHORD 16-17.-67/2153, 15-16=-4012056 14-15.-1511706, 11-12=0/2275 WEBS 3-17=-615/31, 4-16=0/283. 4-15=-578169, 5-15=0/53 7-13=-839/101, 7-11=011360, 8,,11.-2528/56, 9-11. BRACING TOP CHORD BOT CHORD WEBS JOINTS Structural wood sheathing directly applied or 2-7-10 opurns, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 5-6, 8-9. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bradng: 17-18. 1 Row at midpt 9-10, 4-15, 5-13, 7-13 1 Brace at Jt(s): 9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) WndASCE 7-05; 90mph; TCDL=4 2psf: BCDL,r6 008f:11=25ft: C exposed ; end vertical left and right exposed: Lumber DOL=1,33 p 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 100 psf bottom chord live load 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plat 7) "Semi-rigid ptchbreaks with fixed heels" Member end fixity model 8) Design assumes 4x2 (flat orientation) purtins at oc spacing mdicat LOAD CASE(S) CASE(S) Standard The slope at the left was continued do n om the 8: 1 2 and the 5: 1 2 was not use o 1ata3R _Job 1 russ 7, "'Cuss 1 ype SPECIAL t ty. 7 i'`ty 1 TrussuRepair Repair Referenoe (optional) r2-2-14 2-2-14' 6-3-12 12-4-14 18-6-0 -3-12 l$'OPS144.4GT PL/1/11 /7 J /'6'i 6-1-2 6-1-2 I 22-6-1 i 26-6-1 4-0-1 4-0-1 Replace with 2x4 SPE #2 Cut to fit 80012 n us 32-9-15 378-13 42-7-11 6-3-14 4-111-14 4-10-14 Trim W7 Broken out alar 20 1431 54 20 49-7-8 6-11- 1 Scale=1.87: 5x14 = 21 20 t9 17 4x4 5x15 MT16= 10x10= 4x12 5 MT16- Add (24x24) 1/2" Plywood Gussets to Each Side, 4x8 = Plate Offsets (X,Y) LOADING (psf) TCL. 35 0 TCDL 7.0 BCU. 0.0 BCDL 10,0 2:0 -0 - 9.4-5 9-4-5 .0-r-61 0-2-12,0-2-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ince YES Code MNISRUTP12002 CSI TC 0.94 BC 0.70 WB 0.99 (Matrix) 26-6-1 8-0-1 Glue t Nail 8d @ 2.5" O. 32-9-15 6-3-14 DEFL rn (loc) tldef} Vert(LL) -0.9019-21 >656 Vert(TL) -1.5719-21 >376 Horz(TL) 0.31 13 nla Ltd 240 180 nla 42-7- 9-9-12 PLATES MT20 MT16 night. 256 49-7-8 6-11-13 GRIP 197/144 116/127 FT -014 9 LUMBER TOP CHORD 2 X 4 SPF 2100F 1,SE *Except" T3,T4: 2 X 4 DF 1600F 1,6E, T5,T6: 2 X 4 SPF No 2 BOT CHORD 2 X 4 DF 1800F 1.6E *Except" 61.132: 2 X 6 SPF 2100E 1,8E 2 X 4 SPF Stud `Except` W5-2X4SPE No.2, W12:2X4 DF WEBS OOF 1.6E BRACING TOP CHORD BOT CHORD WEBS JOINTS REACTIONS (lblsize) 13"2556/Mechanical, 2=277W0 Max Hotz2=232(LC 4) Max Uplift2=-75(LC 3) FORCES (Ib) - Max. Comp:/Max. Ten All forces 250 (lb) or less except when sho n. TOP CHORD 2.3=-8061/0, 3-4=-7732/0, 4-5=-767510, 5-6=-6355/0, 6-7=-7297/0, 7-8=-3770/0, 8-9=-3081/5, 9-10==3462/0, 10.11=-5181/0. 12-13=-292/58 BOT CHORD 2-21=0/7678, 20-21=0/7158, 19-20=0/7158 18-19=0/4147. 17-18=0/4153, 16-17=0/2791, 15-1540/3314, 14-15=0/3314, 13-14=014183 WEBS 3-21=-304/153, 5-21=0/475, 5-19=-1214/124, 6-19=-2941/36, 7-19=0/4030, 7-17=-2265/61, 8-17=0(1607, 9-17=-72/799, 9-164/918, 10-16=-908/97, 10-14=0/1547, 11-14=-1082/100, 11.13=-4675/0 Structuratwood sheathing directly applied, except end vert oais,:and 2-0-0 oc purlins (3-3-2 max,). 8-9, 11-12. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at nlidpt 5-19, 6-19, 7-17, 9-17, 10-16, 11-13 1 Brace at sifts): 12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide: NOTES 1) Unbalanced roof lave loads have been considered for this design. 2) Wind• ASCE 7.05: 90mph TCDL=4.2psf; BCDL=6 €)est, h=25ft: Cat It; Exp B; enclosed; WFRS (low-rise); cantilever Iettand right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding, 4) Ali plates are MT20 platesurdess otherwise indicated, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2 8) "Semi-rigid pitchbreaks with faxed heels" Member end fixity model was used :n the analysis and design of this truss. 9) Design assumes 4x2 (fiat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard C!ty of Etall Address: 1808 Ellie Ct Zip: 55122 Permit #: 106646 The following items were / were not completed at the Final Inspection on: /7//6P/ /3 ncomplete omments 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 Lower Level Finish 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: t G:\Building Inspections\FORMS\Checklists PI Cityofaftall Address: 1808 Ellie Ct Zip: 55123 Permit #: 106646 The following items were / were not completed at the Final Inspection on: ( /1 q( i 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 Lower Level Finish Deck Fireplace 0,At- 9f1Kil/-k N3.)\�L lj�9ust, • 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. • CaII 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