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3157 Doneene LaneCity otEapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 1,01.4 f P1 1`x-'1 1 z0:00 MAX 2 f 2013 u — ' "U ip Use BLUE or BLACK Ink For Office Use Permit #: i 114:1)-1 Permit Fee: Date Received: Staff: 4.1 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 5 46 3 Site Address: 3t,51 teLeif. 4, pi Resident/ Owner Contractor Name: Br 1144ACIVI Address / City I Zip: (t 3' OC 7 $'" `` S t- Ptr�tr,t- f•-4 JI. t/Lr,�.rj UnIt W: Phone: Applicant is: Owner x Contractor Description of work: C t'[1 R S ir;►2{�t�—� Construction Cost: 13(,)t 0 rs Multi -Family Building: (Yes _ / No ) Company: far 10 c3 —S Contact: Address: 1 L2 _— r " �T City: E'4 State: M ki Zip: 5-3 -19 Phone: (L, S%) D�/' License #: G is L7 L` Lead Certificate #: / �./ dt 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 No If yes, date and address of master plan: Licensed Plumber: Scan. t-cv- Pt1.s-i t t,tri Phone: �C.rbv Mechanical Contractor: Phone: (.7 12 r 4,) t - (cp S x'�� ftCock e - Sewer & Water Contractor: Phone: ' ► NOTE: Plans and supporting documents that you submit re 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. 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 .00pherstateonecail.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 days of permit issuance. /� x (\11 L L t S K1- x Applicant's I rinted Name Applicant's Sign. e must be completed within 180 NEW SINGLE FAMILY DWELLING - BUILDING PERMIT REQUIREMENTS Site Address: 3 ► 5 7 Qc -c»1� L_vt. Applicant: (3v 4i -v, 1+0 ✓'vim -_S Phone Number: (4'.6i- r,'1?-901om' Check 1 Appropriate Box One (1) signed and completed building permit application including a current contractor license number. ❑ Two (2) copies of detailed plans, drawn to scale including but not limited to; foundation plan and wall design including foundation wall insulation, radon control system, floor plan(s), cross section(s), elevation plan(s), beam size(s), joist size(s) and spacing, label window and door openings with the manufacturing U -value, and label all exterior wall and ceilings with the R -value Three (3) copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). One (1) copy of energy code design criteria labeled on the plan, verifying that the building envelope meets the • rovisions of Table N1102.1 and/or Table N1102.1.2. Exceptions would include one of the following calculations that must be submitted for approval: o R -value computation method per N1102.1.1. o Total UA altemative per N1102.1.3. o Engineered systems alternative per N1102.1.5. One (1) copy of calculated heat loss / gain and calculated cooling Toad verifying HVAC sizing in compliance with the Minnesota Energy Code. ICS�{, - One (1) copy of IFGC Appendix E, Worksheet E-1 calculating combustion air size, AND One (1) copy of IMC Table 501.3.1 calculating makeup air quantity. OR One (1) Centerpoint Energy Form completed by a HVAC contractor, including size of mechanical room.* One (1) copy of New Construction Energy Code Compliance Certificate (N1101.8). Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in ccordance with the Eagan City Code. * Please contact (651) 675-5675 if you are experiencing problems with the Centerpoint Energy software. REMODEL / REPAIR REQUIREMENTS Check 1 Appropriate Box ❑ Two (2) copies of plan showing footings, beams and joists, label window and door openings with the manufacturing U -value, and label all exterior wall and ceilings with the R -values ❑ One (1) copy of energy code design criteria labeled on the plan verifying that the building envelope meets the provisions of Table N1102.1 and/or Table N1102.1.2. Exceptions would include one of the following calculations that must be submitted for approval: o R -value computation method per N1102.1.1. o Total UA alternative per N1102.1.3. o Engineered systems alternative per N1102.1.5. ❑ One (1) site survey for additions and decks ❑ Addition — indicate if on-site septic system LEAD CERTIFICATION EXEMPTION Check ✓ Appropriate Box O The applicant is not a Minnesota licensed residential contractor, residential remodeler or roofer. ❑ The building was constructed after 1978. ❑ The structure is not residential housing or a child occupied facility. O The renovation will not disrupt 6 square feet or more of painted surface per room for interior activities, or 20 square feet or more of painted surface for exterior activities and does not involve windows. Page 3 of 3 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% ) Census Code # of Units # of Buildings Type of Construction :315 -1 lore - fay L o_t DO NOT WRITE BELOW THIS LINE Fireplace Garage Deck Lower Level — Porch (3 -Season) _ — Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) _ Pool — Interior Improvement Move Building Fire Repair _ Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) _ Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final Framing Fireplace: 'F Rough In Air Test Insulation Sheathing Sheetrock Reviewed By: Occupancy Code Edition Zoning Stories Square Feet Length Width Final _ 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 Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: — Footings _ Backfill Final Radon Control Erosion Control , Building Inspector Gas Line Air Test RESIDENTIAL FEES Base Fee Surcharge Pian Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 117145t tt Pv / LC7 O(°Z,SV 6115C CFra /(124 y19r 71=11?, /71.(2 111OW) y9c,13 0E079177 Fittror 5.,001 512 figke 0-1" ikA 44C. ipeo.legoitt 17 n'oiela Page 2 of 3 New Construction Energy Code Compliance Certificate 1'er IN I I II1.n I11111ning vermicide. A building certificate Shall be.t,osleI !11 it permanently visible location inside the building. The certificate shall be completed by the builder and shall list intimation and values of components listed in Table N1101.8. nate C.lifrale Posted 5/7/13 Place Mailing Address of the Dwelling or Dwelling Unit 3157 DONEENE LN City EAGAN your logo here Name of Residential Contr.-far p MN License Number Community S(—)."..Z., flan ID THERMAL ENVELOPE RADON SYSTEM Insulation Location r,., 0 I-- w e N 1 o ic j y to- = Type: Check All That Apply X Passive (Na Fier ) !Non or Not Applicable Fiberglass. Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, isocynurate Active (B lilt fan sand monometer or other system monitoring *vice) Other Please Describe dare Below Entrc:Slab Foundation Wall R-10 X INTERIOR Perimeter of Slab on Grade Rini Joist (Foundation) R-10 X Rim Joist (f"Floor -) R-10 - . X wall R-19 X Ceiling, flat R-44. X Ceiling, vaulted R-38 X Bay' Windows oi•cainHleyeted.areas ` R-30 X Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) IT 0.30 Not applicable, all ducts fixated R -value in conditioned space Solar Heat Gain Coefficient (SHGC): 0.30 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System x Not required per mech. code Fuel Type NAT GAS ELECTRIC R -410A Passive Manufacturer BRYANT RHEEM BRYANT Powered Model 912SB48060S17- 82V52-2 113ANA030, Interlocked with exhaust device. Describe: Rating or Size Input m BTUS: 60,000 Capacity in Gallons: 50 Output in Tons: 2.5 Other, describe: Structure's Calculated Heat Loss: 49;783 H.eht . Oaia: 17;284 Location of duct or system: APUD or IiSPF i 92 SEER: 13 Efficiency Calculated cooling load: 30,119 C1ins " round duct OR Mechanical Ventilation System Describe any additional or combined healing or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Seket Type " metal duct Combustion Air Select a Type s Not required per mech. code Passive 1 -feat Recover Ventilator (H12V) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in dins Low: High: Location of duct or system: furnace room X Continuous exhausting tans) rated capacity in cans: 100 Location of fan(s), describe: IMAIN/MASTERBATH IST FLOOR WHISPER GRN 80 W/SENSOR Cfin's Capacity continuous ventilation rate in cfms: 100 " round duct OR Total ventilation (intermittent + continuous) rate in efms: 210 " metal duet Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rote Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: ._ Draft Hood _ Fan Assisted />,Direct Vent Input: ,/� Btu/hr ft' or Power Vent V / Water Heater: Draft Hood _ Fan Assisted _ Direct Vent Input: Btu/hr or Power Vent Step Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volurne: LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr TRV ft' Use Standard Method column in Table F-1 to find lotal Required TRV: ft' Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are eeded. If CAS Volume (from Step 2) is less than TRV then gcko STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT OUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan -assisted and power vent appliances % Input: Btu/hr • Use Fan -Assisted Appliances column in Table E-1 to find / RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft° Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV - + If CAS Volume (from Step 2) is greater than 1 RV then no q{tdoor openi gs are needed. If CAS Volume (from Step 2) is less than TRV then go to SEEP 5. Step 5: Calculate the ratio of available interior volume }'o the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (fro . Step 4a or Step 4bh Ratio = / _ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio F=1- _ _ Step 7: Calculate single outdoor opening as if I combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS put: Btu/hr in' _ (EXCEPT DIRECT VENT) , Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in' CAOA = / 3000 Btu/hr per in' = Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 V Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures In Section G304. 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I I E f l I 1 3957 DONEENE LN, EAGAN HVAC Load Calculations for F } 1 ~ I I i i i 1 i Prepared By: I Sabre Plumbing And Heating Tuesday, May 07, 2013 i i 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. i Rhvac - rtesiden6l & Light Commercial HVAC Loads Elite Software Devetopment, Inc. i Sabre Plumbing & Heating 3157 DONEENE LN, EAGAN Plymouth, MN_ 55447 Page 2- Project Report _ erpt PrpWt Information j Project Title: 3157 DONEENE LN, EAGAN Project Date: Tuesday, May 07, 2013 Company Name: Sabre Plumbing And Heating i Design Reference City: Minneapolis, Minnesota i Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains i Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference I Winter: -15 -15.33 800/0 n/a 72 n/a Summer: 88 73 50% 50% 75 35 I ~ ~ Ch~~ 1=1~lJr Total Building Supply CFM: 707 CFM Per Square ft.: 0.258 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,091 I Volume (ft-) of Cond. Space: 24,636 Total Heating Required Including Ventilation Air: 49,789 Btuh 49.783 MBH Total Sensible Gain: 17,284 Btuh 57 % Total Latent Gain: 12,834 Btuh 43 % Total Cooling Required Including Ventilation Air: 30,119 Btuh 2.51 Tons (Based On Sensible + Latent) I hot$ ! Rhvac is an ACCA approved Manual J and Manual D computer program. i 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. i i 1 I i C:lrhvac projects13157DONEENE LN , EAGAN.rh9 Tuesday, May 07, 2013, 6:25 AM k,hvac Residential & Light Commercial HVAC'Loads Elite 90&are l'JevOopmek, InC Sabre Plumbing & Heating 3157 DONEENE LN , EAGAN Plymouth, MN 55447 ` page 3 Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains' 13p t Data Pry 41h Wet Stub Reba um Re.1..Ij m Dry Bulb Da fence Winter: -15 -15.33 80% n/a 72 w.~iUa Summer: 88 73 50% 50% 75 35.17 i Duct Sizing,lripuls _ Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft, 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. I Maximum Height: 0 in. 0 in. Outside Air I3fa Winter Summer - j Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 122 CFM 61 CFM Infiltration Actual: 0.320 AC/hr 0.160 AC/hr j Above Grade Volume: X 22.813 Cu.ft. X 22.813 Cut. 7,300 Cu.ft./hr 3,650 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 122 CFM 61 CFM I Total Building Ventilation: 158 CFM 158 CFM ---System 1-- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) i Infiltration & Ventilation Latent Gain Multiplier: 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr (122 CFM), Construction: Average i Summer Infiltration Specified: 0.160 AC/hr (61 CFM), Construction: Average Attic brct91a~Ct Surface2a'm i No... Ty .p? Dion Loctn _ Ctla 1ye---1fit~?a. 1 Supply Main Basement - 0.12 6 991 No 1 Return Main Basement - 024 6 1469 No i i i i 1 i I i C:\rhvac projects\3157 DONEENE LN, EAGAN.rh9 Tuesday,.May 07, 2013, 6:25 AM f Rhvac - Residential & tight dommerciai HVAC Loads Elite Software Development Inc ; ; I Sabre Plumbing & Heating 3157 DONEENE LN, EAGAN Plymouth, MN 554,47 Page 9 - , Load Preview Re orb - - S Net k.'i Sen Lati Nel! Seni N,s Sys! Duct Scope Ton from Area Gam Gain Gain, Loss; CFM CFME CFM iz...1_ S ~ Building 2.51 1,091 2,738 17,284 12,834 30,119 49,783 470 707 707 System 1 2.51 1,091 2,738 17,284 12,834: 30,119 49,783 470 707 707 10x14 Ventilation 2,192 3,666 5,858 14,670 Duct Latent 7,067. 7,067 Zone 1 2,738 15,092. 2,101 17,193 35,113 470 707 707 10x14 { 1-Basement 1,369 5,343 879. 6,222 16,880 226 -250 250 3-5 2-Main Floor 1,369 9,749 1,222 10,971 18.233 244 457 457 5_6 I i i I } i i { i i I f II i C:lrhvac projects13157 DONEENE LN, EAGAN.rh9 Tuesday, May 07, 2013, 6:25 AM Rhvac - Residential & Light Commercial1ivAC Loads Elite Software Development Inc Sabre Plumbing & Heating 3157 DONEENE l.N, EAGAN I Plymouth. NON 55447. Page_ 5 ; Total Building Summary Lads Component Area Sets` Lat `Sen 't'otal _ Description - - - ----Quan - Loss r?ln__... G2in Gain New const.26: Glazing-NEW CONTSTRUCTION 78 1,968 0 2,288 2,288 WINDOW, u-value 0.29, SHGC 031 New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,664 4,664 WINDOW, u-value 0.3, SHGC 0.3 New const.26: Glazing-NEW CONTSTRUCTION 15 4050 377 377 WINDOW, u-value 0.31, SHGC 0.26 11 P: Door-Metal - Polyurethane Core 19.6 495 0 136 136 i 15BO-10sf-2: Wall-Basement, , R-10 board insulation to 666.2 4,530 0 405 405 floor, no interior finish, 2' floor depth 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1029.6 6,091 0 1,078 1,078 cavity, no board insulation, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,144 1,144 i Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 1 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 23,816 0 10,092 10,092 People: 3 690 900 1,590 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 7,067 1,436 8,504 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 844 2,255 i Ventilation: Winter CFM: 158, Summer CFM: 158 14,670 3,666 2,192 5,858 { Exhaust: Winter CFM: 158, Summer CFM: 158 j AED Excursion: 0 0 1,820 1,820 Total Building Load Totals: 49,783 12,834 17,284 30,119 Check Fi Yre~ -w Total Building Supply CFM 707 CFM Per Square ft.: 0.258 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,091 Volume (ft3) of Cond. Space: 24,636 Total Heating Required Including Ventilation Air. 49,78346tuh 49.783 MBFE`~~ µ j Total Sensible Gain: 17,284 Btuh 57 % Total Latent Gain: 12,834 Btuh 43 % Total Cooling Required Including Ventilation Air: 30,119 Btuh 2.51 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 j your design conditions. { ! I i CArhvac projects\3157 DONEENE LN, EA.GAN.rh9 Tuesday, May 07, 2013, 6:25 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development Inc. 1 Sabre Plumbing & Heating 3157 DONEENE LN, EAGAN Plymouth, MN 55447 _ Page 6' i ' System I Main Floor Summary Loads ; Component Area yen Lat Sen Total; ; Descrtpflpn Qua!) Lois Gain G{~ Gain New const.26: Glazing-NEW CONTSTRUCTION 78 1,968 0 2,288 2,288 WINDOW, u-value 0.29, SHGC 0,31 New eonst.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,664 4,664 WINDOW, u-value 0.3, SHGC 0.3 New const.26: Glazing-NEW CONTSTRUCTION 15 405 0 377 377 WINDOW, u-value 0.31, SHGC 0.26 j 11 P: Door-Metal - Polyurethane Core 19.6 495 0 136 136 I) 15BO-1Osf-2: Wall-Basement, , R-10 board insulation to 666.2 4,530 0 405 405 floor, no interior finish, 2' floor depth 12E-Osw: Wail-Frame, R-19 insulation in 2 x 6 stud 1029.6 6,091 0 1,078 1,078 cavity, no board insulation, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,144 1,144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, RA4 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 23,816 0 10,092 10,092 People: 3 690 900 1,590 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 7,067 1,436 8,504 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 844 2,255 Ventilation: Winter CFM: 158, Summer CFM`. 158 14,670 3,666 2,192 5,858 Exhaust: Winter CFM: 158, Summer CFM: 158 j i AED Excursion: 0 0 1,820 1,820 System 1 Main Floor Load Totals: 49,783 12,834 17,284 30,119 Ctkkgur ; Supply CFM: 707 CFM Per Square ft.: 0.258 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,091 Volume (W) of Cond. Space: 24,636 ( x4tpm Loads Total Heating Required Including Ventilation Air. 49,783 Btuh 49.783 MBH ; i Total Sensible Gain: 17,284 Btuh 57 % Total Latent Gain: 12,834 Btuh 43 % Total Cooling Required Including Ventilation Air: 30,119 Btuh 2.51 Tons (Based On Sensible + Latent) jt5$S F1 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. i ! i I ~ i f ~ 3 C:lrhvac projects13157 DONEENE LN, EAGAN.rh9 Tuesday, May 07,2013,6:25 AM E2hvac Residential & Light dominerclal 14VAC Loads Mite Software Development, Inc. I i Sabre Plumbing & Heating 3157 DONEENE LN, EAAN J : Plymouth, MN 55447 Page 7 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) l i component Area Sen Lat Sen Taial i` Desc rlptipn Qdn___._ Loss gain Gain Gain Newconst.26: Glazing-NEW CONTSTRUCTION 78 1,968 i)_. , 2,288 2,288 WINDOW, u-value 0.29, SHGC 0.31 New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,664 4,664 WINDOW, u-value 0.3, SHGC 0.3 j New const.26: Glazing-NEW CONTSTRUCTION 15 405 0 377 377 IIII WINDOW, u-value 0.31, SHGC 0.26 11 P: Door-Metal - Polyurethane Core 19.6 495 0 136 136 1580-10sf-2: Wall-Basement, , R-10 board insulation to 666.2 4,530 0 405 405 floor, no interior finish, 2' floor depth 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1029.6 6,091 0 1,078 1,078 cavity, no board insulation, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,144 1,144 Floor (also use for Knee Wails and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 23,816 0 10,092 10,092 People: 3 690 900 1.590 Equipment: 0 0 0 I Lighting: 0 0 0` Ductwork: 0 0 1,436 1,436 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 844 2,255 System 1, Zone 1 Load Totals: 35,113 2,101 15,092 17,193 R 3O_trerS S w~ w.z~ _ _ Supply CFM: 707 CFM Per Square ft.: 0158 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,911 Volume (ft') of Cond Space: 24,636 Total Heating Required: 35,113 Btuh 35.113 MBN Total Sensible Gain: 15,092 Btuh 88 % Total Latent Gain: 2,101 Btuh 12 % j i Total Cooling Required: 17,193 Btuh 1.43 Tons (Based On Sensible + Latent) Y. 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. I , i r i r , i I i C:krhvac projects13157 DONEENE LN, EAGAN.rh9. Tuesday, May 07, 2013, 6:25 AM I~Rhvac -Residential & Light Commercial NA Loads Elite Software Development, Inc Sabre Plumbing & Heating 3157 DONEENE LN, EAGAN' Plymouth, MN 55447 Page 8 IDetailed Room Loads - Room 1 - Basement (Average Load Procedure) j General _ Calculation Mode: Htg. & clg. Occurrences: i l Room Length: 38.0 ft. System Number: 1 Room Width: 36.0 ft. Zone Number: 1 Area: 1,369.0 sq.ft. Supply Air: 250 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 12,318.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 76 CFM Runout Air. 83 CFM Percent of Supply.: 30 % Runout Duct Size: 5 in. Actual Summer Vent.: 56 CFM Runout Air Velocity- 612 ft./min. Percent of Supply: 22 % Runout Air Velocity: 612 ft./min. Actual Winter Infil.: 56 CFM Actual Loss: 0.299 in.wg./100 ft. Actual Summer Infil.: 28 CFM _UI l(~e GS t9.4?(~ 4u nt tY Value HTM L ss Hl M-- Gajn q *R' I NE-Wall-1560-10sf-2 36 X 9 324 0.061 6.8 2,203 0.6 0 197 SE-Wall-1 5BO-1 Osf-2 38 X 9 342.2 0.061 6.8 2,327 0.6 0 208 SW-Wall-12E-Osw 36 X 9 223 0.068 5.9 1,319 1.0 0 234 SW-GIs-New const.26 shgc-0.32 36 0.290 252 908 29.8 0 1,072 0%S SW-Gls-New const.26 shgc-0.3 25 0.300 26.1 653 28.3 0 707 0%S SW-GIs-New const.26 shgc-0.3 25 0.300 26.1 653 28.3 0 707 0%S SW-GIs-New const.26 shgc-0.26 15 0.310 27.0 405 25.1 0 377 0%S Floor-21A-20 36 X 38 1368.7 0.027 2.3 3,215 0.0 0 0 Subtotals for Structure: 11,683 0 3,502 Infil.: Win.: 56.0, Sum.: 28.0 844 6.160 5,197 0.460 649 388 Ductwork: 0 509 AED Excursion: 230 3644 00 People: 230 lat/per, 300 sen/per. 1 Room Totals: 16,880 879 5,343 s i f i I i I i i i I C:\rhvac projects\3157 DONEENE LN , EAGAN.rh9 Tuesday, May 07, 2013, 6:25 AM 11 vac • A dentiat'& Light Commercial HVAC Loads E4ite S0 re Development, Inc Sabre Plumbing & Heating 3157 DONEENELN , EAGAN Plymouth, MN 55447, ! Page 9 Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure) Genefl i Calculation Mode: fit . & ci 9 g. Occurrences: 1 Room Length: 38.0 ft. System Number: 1 Room Width: 36.0 ft. Zone Number: 1 I Area: 1,369.0 sq.ft. Supply Air. 457 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr I Volume: 12,318.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers; 5 Actual Winter Vent.: 82 CFM Runout Air: 91 CFM Percent of Supply.: 18 % Runout Duct Size: 6 in. Actual Summer Vent.: 102 CFM Runout Air Velocity: 465 ft./min. Percent of Supply: 22 % Runout Air Velocity: 465 ft./min. Actual Winter infil.: 66 CFM Actual Loss: 0.135 tn.wg./100 ft Actual Summer in#il : 33 CFM i stain Atii~ w? -U H1 'gen' g s... 9 t gat ' den r D scripts n - Qm-alttity V itte4 : IT JJ Lost N1` --gain _O;to E-Wall-12E-Osw 36 X 9 299 0.068 5.9 1,769 1,0 0 313 SE-Wall-12E-0sw 38 X 9 288.6 0.068 5.9 1,707 1.0 0 302 i SW-Wall-12E-0sw 36 X 9 219 0.068 5.9 1,296 1.0 0 229 SE-Door-11 P 2.8 X 7 19.6 0.290 25.2 495 7.0 0 136 NE-GIs-New const.26 shgc-0.27 25 0.300 26.1 653 20.2 0 506 0%S SE-GIs-New const.26 shgc-0.3 0%S 9 0.300 26.1 235 28.3 0 255 SE-GIs-New const.26 shgc-0.3 0%S 25 0.300 26.1 653 28.3 0 707 j SW-GIs-New const.26 shgc-0.31 42 0.290 25.2 1,060 29.0 0 1,216 0%S SW-Gis-New const.26 shgc-0.3 38 0.300 26.1 992 28.3 0 1,075 0%S i SW-GIs-New const.26 shgc-0.3 25 0.300 26.1 653 28.3 0 707 O%S UP-Ceil-1 6CR-44 38 X 36 1368.7 0.022 1.9 2,620 0.8 0 1,144 Subtotals for Structure: 12,133 0 6,590 Infil.: Win.: 65.7, Sum.: 32.8 990 6.160 6,100 0.461 762 456 Ductwork: i AED Excursion- People: 928 People: 230 fat/per, 300 sentper. 2 1,175 460 600 Room Totals: 18,233 1,222 9,749 i I i i i ~ I I i c i i I I' I C:lrhvac projects13157 DONEENE LN , EAGAN rh9. Tuesday, May 07, 2013, 6:25 AM k6ac • Resiticntial & Light Commercial RVAC Loads Elite Software Development, Inc, ' ; Sabre Plumbing & Heatings, 3157 OONEENE LN, EAGAN I PlYmDuth, MN 5~a443 Page 10 System I Room Load Summary Htg Min Run "i?un Gig rig Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys !~[g game 5F Btuh CFM Size Vel l3tirh D;iuh CFM CFM Zone 1-- 1 Basement 1,369 16,880 226 3-5 612 5,343 879 250 250 2 Main Floor 1,369 18,233 244 5-6 465 9,749 1,222 457 457 Ventilation 14,670 2,192 3,666 Duct Latent 7,067 System 1 total 2,738 49,783 470 17,284 12,834 707 707 System 1 Main Trunk Size: 10x14 in. Velocity: 727 ft./min Loss per 100 ft.: 0.095 in.wg Coaling S. sf i Summary Cooling Sensible/Latent Sensible Latent Total Torts Split B 3 vh Bxuh E tuh ' Net Required: 2.51 57%0 /43% 17,284 12,834 30,119 i I I i I I i i I i i I i I I I I I i I i i i i C:\rhvac projects\3157 DONEENE LN, EAGAN.rh9 Tuesday,.May 07, 2013, 6:25 AM 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: h tt p://www. ci. chanhassen. mn. us/serv/build. htm 1. Site address 661 Date Contractor - ` Completed c._ ? By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement -finished or unfinished) Total required ventilation p .12 Number of bedrooms Continuous ventilation Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm Number of Bedrooms i 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/S3 120/60 135/68 1S0/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501 4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001 5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 31-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)) = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G: iSAFETYUMVent-makeup-comb air submittal (2).docx Page 1 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D assive opening -1- 36 1-22 1-15 1-9 3 Pass,_Wopening 37-66 _23-41-- - 16-28 10-17~ -4 - - Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110.163 67-100 47 - 69 29 - 42 6 Passive opening _ 164 - 232 101-143 -10-99 43 - fil 7 Passive opening 233- 317 144 - 195 100-13S 62 - 83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper _ Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 -419 231- 290 143 -179 r 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. 8. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air 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 of 6 , Directions - in order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC501.3.3. 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, flexor rigid) to the last line of section D. The make-up air supply must be installed per iMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power one or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm); (ia x 1b) 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as /rj~ i HRV) tt// C/ b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); r ' z (2a + 2b +2c + 2d) a) Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (dm); (3a - 3b) (if value is negative, no makeup air is needed) / 4. For makeup Air Opening Sizing, refer to Table S01.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42 - 66 29 - 46 18 - 28 s Passive opening 110 -163 67-100 47 - 69 29 - 42 6 Passive opening _ 164 - 232 101-143 70 - 99 43 - 61 7 Passive opening 233 - 317 144-19S 100 -135 62 - 83 8 Passiveopening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 231- 290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. 8. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. 0. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air 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 of 6 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION r PROPERTY LEGAL: ks)4 <-i-- Aaamz DATE OF SURVEY: S16113 LATEST REVISION: a~ rn c R U_ Q O z Q DOCUMENT STANDARDS ❑ ❑ Registered Land Surveyor signature and company 'g` ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description 11 ❑ Id • Address 3/s a e'en e_ kall~ ❑ ❑ • North arrow and scale /eJ ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) J ❑ 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 0 D Lot Coverage ELEVATIONS Existing ❑ ❑ Property corners . 0 ❑ * Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ,Z ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ Waterways (pond, stream, etc.) Proposed ira' ❑ 0 Garage floor 0 0 Basement floor ❑ ❑ Lowest exposed elevation (walkout/window) -2' ❑ 0 • Property comers '.E' ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 0 • Easement line ❑ ❑ • NWL 0)2 0 • HWL ❑ )2 ❑ • Pond # designation ❑ ❑ • Emergency Overflow Elevation 0 Ja 0 • Pond/Wetland buffer delineation Y / • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: eL"Qen Date ~a G:/FORMS/Building Permit Application Rev. 11-26-04 O rnr-r O-0 tom D- (n (1)-0 3 .{>0 0 0Q D-CL L4En O N M •0 N(D C = -7-0 3 S rt C - O O O C (D O O O O C 3. 3 3 C to (D 01 O !n U7 O_ Q W 3 N (D n p COO (D -0 --j-0 0 to < N Z to N 0 C N• CD _U (D C -I p CL . 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PROPOSED K) P PROPOSED N o I 1 0 5 ° DRIVEWAY DRIVEWAY u O N O O D D 0I I I0 Q Q Iz CD (910. (906.8) 0 I (9 9.6) 20.00 2000 X s5 ~ D o p I XD tQ I I d^-: ~ ~ p 1 0 I (910.1) 1 °0 910.1 0. o Garage Garage t o o11.17 0 0 11.17 N 5- \ o o g) 0 ° m 3 oo~ ° ao rn Z o CCL X L 4.8 .83L4 cn to fi0 o 0 z cc:; C Q o ~ ~(D Q m 0 v J 41 ~ ~ 't~~ I ° Q 0 m 0(n C o Proposed Proposed o ((D r. 0 = c - CD v ° House v \House\ ° P17 J (D CD La pp F. B. L. 0. OD 8'4" F. B. L 0. I 00 3 0 3'0 0 O o O 0 D (D O O D CD 0- (D_ 75 to cv x Q Ort N c0 (,°n ° - CD rt 6.00 36.00 0 0-0 v N I v CD 0- (D ' (899.5) W (905.5) I (905.5) CD 0- 3 iQ- N I N deck S I N X $ deck N X I I to 0 r- 0 Q 0 x\ 3 0° o (905.0) i o (905.0) = I o I 12.00 I I 0 12.00 I~ vN~ n ([n~° I I I = En C) \ C c03-3 I I W I Q p ED 0 O (D Q Z) CD U) !0 o W :JJ iv ~ I Z' r 3 0 3 D- o° I ° ( 10 Ul n• -a (D Q N I O! D 3 0 ~ 3~~ S 30 ® to (D rrl Q I o I I ~ ~ I 'O (D to D O CD I I r rn :3 Z p O. 3. _ CD o m m C: (899.4) to 20. ]X-- '86.35 (.n O - 3 -0 t - 4-- (D O o n un rNV o i° . < W w (896.6) O (Q d to tn.-O in o O 0 p 3 Q 3 D- Q o N00°06'1 3"E c N00°06'21 "E 86.50 °O 25.85 Revisions: 1.) 5-09-13 Stake House Certificate of Survey for: P18NEERengineering 2.) 5-28-13 City Revision CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHITEC N Ph.: (651) 681-1914 Brighton Homes 2422 Enterprise Drive Fax: (651) 681-9488 Mendota Heights, MN 55120 www.pioneereng.com Project # : 113130000 Folder 7518 Drawn by: K K S FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) Design No. U301 Bearing Wall Rating 2 HR. Finish Rating 66 Min. 1. Natlheads - 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 diam, 1/4 in. diam 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 dips. 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 "4-33 1`,:.A.,9 - FIR -121,N.A.1..rr...,,;,iC,'yrs4A-iGnXf.th3Nr•Yx:ItlX1,..1xXi.tag:.10$S',11t.a , UOS9Syi-i K.0 22-3-3 25-4-3 33-34 44-3-0 I I 1 -4-V 5-4 1,-4-3' (45<4') 05B co one side, nail 8d @ 40.C. Trimed F:C.1)112 A 41: 3-3-- 3 t 17 141 15 3.4 = Scale - 1,75 5 3.6 (11)(1') 05B co one side, nail 8d @ 3" Q.C. 14 twI 13 4A 1 3.4 = 3.6 = = (8') 2x4 SPF- #2 co one 5icie, Nati 1 2d @ 4" 0.0. 23-4-73 3-3-'0 3-0-3 3 1- 36-3-4 44-3-3 Pate Offsets '2.3 3 S.F.cce `1./.1 LOADING TC11 3s a TODI. a 1101.1. a a ROM Ia SPACING % a P,ates 1-c'ease 1 IS I ...rber I -crease 1 1' Reo Stress yrs Coce MNSPOITP1,,,W • CS1 • TO a ;11.1 RC .114. W.T1 9! 1131-x I DEFL ^ idef Vert 11:: a :21 12- 14 ,999 VertfT1 I a s3 1%. 14 >5:)6 10!"7j1 3 12 1? 1 >141.1 1S:1 PLATES GRIP IVT%::1 137l'- 5- 139 r, FT a7. LUMBER TOP CIIORD 2x4 spr No 2 ROT CHORD 2s4 SPF No 2 WrriS 2xL SPE" SL:c Txceor 2x4 spr 1 sr left. 2x6 SPF N0.2. SPF SLC REACTIONS fbis-7e': 2- 1'335/3 5-5 3-3 11. 12 Maxi -1072 -33:1 0 !.) Max Uo 117 29A 0 SI. 6'; BRACING TOP ClioRn ROT CHORD rns FORCES 1.'ax COT1) ify'ax Te- A forces ?ha l-ol ess excest s"ow- TOP Of IORD i.1s21:1 3 4 2314-/S 1 , 6 .1 15511..-6, 44 1-1 1:1 ROT CI IORD :? 16 1! :1r2:124, 1'-. 16 :E%112..L. 14 1S '3i12-36, 1:i 14 3/113S. 12 1.. 3i1 133 13 17 i!),-,)37 5 1 4 36111S, 5 1/ 3:763 5 1S 339:1 34. 6 1!) 2S11111S. 14 314 32, 1:? 6.34;1sS. - wooc s -eat, o rect:y 330 ec or 2,2 locov 's R ce ,ecty apae,0 2. 3 oc 1 Row at .-r-co't 5 15.6 14. 1 VT Te•( recorr-re-cs t,at Stas a -c 'ec. c•oss o'ac "c; se .-sta' tr,:ss e'eCt w SV.i* ze, 1-sla at 4, NOTES 11 U-oa a,ceo roof :ve -oacs -aye See' CO's ce,ec fort", s ,I -c• ASCF / as: 9a -r.0-: TCDI ?osf: 1.10D1 6 ';1osf: ?Stt: Cat 11: rxo R: osec: MWT-RS se':: C2I . eve, eft a"..a ex1)osec .eft t DOI 1 3 3 0ate qr o DOI -1 33 T" s tr•,..ss -as Oee ces:q-e.,r.: fors 113 osf botto-r c' -o• -c 7e 0:RC 01^e, ve :0203. Prov ec'cs co--ecto- ot"ers.-: of tr,..:ss to sear -"c; s ate casab-e of wt"-sta-c.'.-c, 23 13 o'12,arc 139 o -ft at ,o."t 12 5: "SCT- p.tc-o,-,eaks WV- fxec •-ee.s" Me?r De, erc f x ty "roce:vias ,sec •- t -e a -a y,i1 s a• -c- ces of I- s LOAD CASE(S) Bechlin WhitCon,AtIting Engineert,-, Inc. 444 - 1Sth Ave. SW P. 0. Box 471 '1N 55008 Phone (703)080-5031 Fax (7)1) 552-3031 1 heteby (et:14y that this plan, i,vecificatioli, 01 teport w. pirpa tea by inc ot under my (litect itipeiviioit .iiid that 1 am a (ltd- Retti.tetetl Puofeloital Engtiteet muter the I.w- of the State o1 -ip DolKila,:, WintItev,P E DateAuci. 201 3 R. -y No 1 5410 -Russ frust, Type Ow --ly 1 At Re,c,c„ce 3,,,,„,„1; Truss Repair "4-33 1`,:.A.,9 - FIR -121,N.A.1..rr...,,;,iC,'yrs4A-iGnXf.th3Nr•Yx:ItlX1,..1xXi.tag:.10$S',11t.a , UOS9Syi-i K.0 22-3-3 25-4-3 33-34 44-3-0 I I 1 -4-V 5-4 1,-4-3' (45<4') 05B co one side, nail 8d @ 40.C. Trimed F:C.1)112 A 41: 3-3-- 3 t 17 141 15 3.4 = Scale - 1,75 5 3.6 (11)(1') 05B co one side, nail 8d @ 3" Q.C. 14 twI 13 4A 1 3.4 = 3.6 = = (8') 2x4 SPF- #2 co one 5icie, Nati 1 2d @ 4" 0.0. 23-4-73 3-3-'0 3-0-3 3 1- 36-3-4 44-3-3 Pate Offsets '2.3 3 S.F.cce `1./.1 LOADING TC11 3s a TODI. a 1101.1. a a ROM Ia SPACING % a P,ates 1-c'ease 1 IS I ...rber I -crease 1 1' Reo Stress yrs Coce MNSPOITP1,,,W • CS1 • TO a ;11.1 RC .114. W.T1 9! 1131-x I DEFL ^ idef Vert 11:: a :21 12- 14 ,999 VertfT1 I a s3 1%. 14 >5:)6 10!"7j1 3 12 1? 1 >141.1 1S:1 PLATES GRIP IVT%::1 137l'- 5- 139 r, FT a7. LUMBER TOP CIIORD 2x4 spr No 2 ROT CHORD 2s4 SPF No 2 WrriS 2xL SPE" SL:c Txceor 2x4 spr 1 sr left. 2x6 SPF N0.2. SPF SLC REACTIONS fbis-7e': 2- 1'335/3 5-5 3-3 11. 12 Maxi -1072 -33:1 0 !.) Max Uo 117 29A 0 SI. 6'; BRACING TOP ClioRn ROT CHORD rns FORCES 1.'ax COT1) ify'ax Te- A forces ?ha l-ol ess excest s"ow- TOP Of IORD i.1s21:1 3 4 2314-/S 1 , 6 .1 15511..-6, 44 1-1 1:1 ROT CI IORD :? 16 1! :1r2:124, 1'-. 16 :E%112..L. 14 1S '3i12-36, 1:i 14 3/113S. 12 1.. 3i1 133 13 17 i!),-,)37 5 1 4 36111S, 5 1/ 3:763 5 1S 339:1 34. 6 1!) 2S11111S. 14 314 32, 1:? 6.34;1sS. - wooc s -eat, o rect:y 330 ec or 2,2 locov 's R ce ,ecty apae,0 2. 3 oc 1 Row at .-r-co't 5 15.6 14. 1 VT Te•( recorr-re-cs t,at Stas a -c 'ec. c•oss o'ac "c; se .-sta' tr,:ss e'eCt w SV.i* ze, 1-sla at 4, NOTES 11 U-oa a,ceo roof :ve -oacs -aye See' CO's ce,ec fort", s ,I -c• ASCF / as: 9a -r.0-: TCDI ?osf: 1.10D1 6 ';1osf: ?Stt: Cat 11: rxo R: osec: MWT-RS se':: C2I . eve, eft a"..a ex1)osec .eft t DOI 1 3 3 0ate qr o DOI -1 33 T" s tr•,..ss -as Oee ces:q-e.,r.: fors 113 osf botto-r c' -o• -c 7e 0:RC 01^e, ve :0203. Prov ec'cs co--ecto- ot"ers.-: of tr,..:ss to sear -"c; s ate casab-e of wt"-sta-c.'.-c, 23 13 o'12,arc 139 o -ft at ,o."t 12 5: "SCT- p.tc-o,-,eaks WV- fxec •-ee.s" Me?r De, erc f x ty "roce:vias ,sec •- t -e a -a y,i1 s a• -c- ces of I- s LOAD CASE(S) Bechlin WhitCon,AtIting Engineert,-, Inc. 444 - 1Sth Ave. SW P. 0. Box 471 '1N 55008 Phone (703)080-5031 Fax (7)1) 552-3031 1 heteby (et:14y that this plan, i,vecificatioli, 01 teport w. pirpa tea by inc ot under my (litect itipeiviioit .iiid that 1 am a (ltd- Retti.tetetl Puofeloital Engtiteet muter the I.w- of the State o1 -ip DolKila,:, WintItev,P E DateAuci. 201 3 R. -y No 1 5410 1 NAILING PER FIGURE 8602. 10.6.2 ShEAThING ON FRONT OF GARAGE TO BE 7/ I G" 0515 NAIL AT 3" EDGES if. G" IN FIELD SEAM BLOCK ALL SEAMS. WALL hEIG11T FROM PLATE WILL BE 10' 8" FRONT ELEVATION 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. 0. BOX 471 CAMBRIDGE, MN 55008 PHONE (763) 689-5631 FAX (763) 552-5631 I 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 M INNESOTA. DOUGLAS K. WHITNEY, P. E. DATE: SEPTEMBER 4, 2013 REG. 1:3Y: EAGAN EWE M CTIONS DIVISION Brighton Homes LLC Page 2 of 4 pages September 4, 2013 FRAMING CORRECTIONS 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. 3157 Doneene Lane, Eagan, MN 55121 Page 3 of 4 pages September 4, 2013 Anti 1000# Strap FIGUP.F KG02. f O.G.2 {L5TA f 5 or Fa)_ 1 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. • Brighton Homes LLC Page 4 of 4 pages September 4, 2013 Code Reference I .. JEL Pr/IL rFME 'T/e3 :VALE. ETTI=.F1-OF -1EADE9 ..4.1C,L lEJI "TA I it•r.li j ;i (..." F X 1' ;.•-.." I AIN- - ,• • 73 FiSc IL? FATE r —LP 7E.;;; 'MTH IWC P:.YS 2F 'BD BINIKET Ne• LB of- 3 T,'P '333 L-13 FTF'AF' (JC4.1 P L L41- 3157 Doneene Lane, Eagan, MN 55121 =AT .1114E" TE1 t-F.Ar,-,--• ,YET -I tit-. 1-.7+,0 $47..-• ("ci v.•,.`31/1- IN rAl I} • ts A.ff- -"A 1‘. ALL F H It -I I 1.)t -I.', AND ;•.‘" ._L • f.1IN Y. 1 1r_ 1.1:...:11L),L I .11H. Y:.71T1 2 Fi..2.H LSE r 919.5.T CF r :01 IL 4, I Ilk...3 LIIN JJLULL 2.1" 7-0S T (AN 4.:,E:er;1.1 II 4_ C F11,-1‘.4%-.11 =irrFTflr RfiC).--. IF. —Y1CAL •71•5TRI.I . -• • • • • ;•I ' I • • E.T11 r R DE. MC. _ FIGURE R502.10.5.2 ALIE.RNATE 2RACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING The wall height from plate will be 10' 8" and width about 22" 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 ttu+t this plan, speer fication, or report was preparad by me or under my drect supervision and that I am a duly Licensed Pro- fessional En. _ = nder the I of the GATE REG, No.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 1 7.430 s Jul 25 2013 MTek Industries, Inc. Fn Sep 0611:56:36 2013 Page 1 ID:1 KXBvRS1 oTVu6grJZogkPQiyrsYY-NI4WN IABb6u0pj2wg9srUJUmst8vIVXg1 JQ58dygMMv 9-9-6 RIGHT END OF TRUSS STUBBED 3.5" 9-9-6 3 3x6 5 1x4 11 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 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) I/defl 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 Ib 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 (Ib/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 Ib 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 cerci y that this plana spept- tication, or repod W¢8 prepared by me or under nw direct si erth sin and that I em a duly Licensed Pre- lims DATE STEVEN E. FOX REQ. NO.21980 September 6,2013 AWARNING - Verify design parameters and READ AWES ON THIS AND INCLUDED NITRIC 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 responsibillity 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/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. fr Souther, Pine (SP1 lumber is sped, the design values are those effective 06/01/2013 Sy ALSC Mil Mitek' 14515 N. Outer Forty, Suite 8300 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 City of Eap Address: 3157 Doneene Lane Zip: 55121 The following items were / were not completed at the Final Inspection on: Boi Final grade - 6" from siding Permit #: 111421 Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope d/A- Sod / Seeded Lawn Trail / Curb Damage A/4 Porch /1/41A Lower Level Finish Deck Fireplace N�k • 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 � ` Use BLUE or BLACK Ink � - ;For Office Use----------rr�� i� , � I Perrnit#: I� I �� r � �� cl�� of Ea�� ; . . ��.�� 4,.�� P e r m i t F e e._ � �� ' 3830 Pilot Knob Road � /�� I � Eagan MN 55122 RECEIVED � Date Received: � Phone:(657)675-5675 Fax:(651)675-5694 � Staff: � NOV 1 7 2015 !-----------------� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION �at�: 1 J l�"� Site Address: �� ` ��rv Fi�nl-� �-/��N� un�t#: �`J /� � Name: �"�- —r-- !�F N �NeS� C.� Phone: ��- 3v�-va� � Residenti�� Owner � Address�Ciry 3 �-� �c�N e � � Applicant is: Owner �ontractor '� � ��.��,,,� ��.� �..�� S E onl l � Type of Work � Description ofwork: I'✓!v�l-� �-- e ��'/� � D=` PT �l � �� Construction Cost: � .S�(� Multi-Family Building: (Yes �/No� � Company: �P �C�'7' /�Y�1'J� � l�� Contact: � GtC��i��p � � � � � �� Gontractor � Address: ��Oa � 5� 1 s� S l � City: � � � � � state:��zp: S�"! `�Pnone:7Sa- 3o�-ld'�nai�: �� 1�S � P�� .Cv� ; � License#: � �\ � S�-!� / Lead Certific : IV�1 - 8 dI 8" � If the project is exempt from lead certificatiorr, please explain why: � � �� r , � 1 g � �.� �`� � � 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: � � t Mechamcal Contractor: � Phone: � � � . � � Sewer&Water Contractor: Phone: � � Fire Suppression Contractor: Phone: NQTE:P/ans and supporting documents thaf yot�strbmrt are=considered to be public iniormatiott. Portions ot the information may be classi�fied as non>�Ovbttc if yow provide sp�cific reasons that wou/d permit the City to- � conclude that the are frade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(657)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wvvw.gopherstateonecall.orq I hereby acknowledge that this infortnation 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; thffi 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 Sta uilding Code m completed within 780 days of permit issuance. X-�e uekQ��Ge X Applicant's rinted Name Appl' ant's S' e Page 1 of 3 ,�f°�� '�� n DO NOT WRITE BELOW THIS LINE ��-- S'U�B TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Singie Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi � Deck _ Porch(Screen/Gazebo/Pergola) _ Misceilaneous 01 of_Plex Lower Level Pool 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 buiiding-give PCA handout to applicant DESCRIPTION Valuation `�� Occupancy ��^ MCES System Plan Review Code Edition /'1 Z�'=!S SAC Units (25%_100%�) Zoning -�Z City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction �� Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) � Final I No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Sfucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Other: Reviewed By: �E3 UIl1 J11`��c,�� , Building Inspector RESIDENTIAL FEES Base Fee �� I Z Surcharge Plan Review � �� ' p � � ) MCES SAC � ` City SAC r2 E' 1 n S f�11 (�t,lZ� �. 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PI�l�JEER �')5-09-13 S�elceHouse Certi�cate of Survey for: o e 2•)3-2&13 Ciry Rev�sion e�►zgtneering CIVILEN('i1NEERS LANDPLAMVFJtS LANDSURYEY�iS LANDSCAPEARCHRECIS Brighton Homes Ph.:{65l)681-1914 2422 Enterprise Drive � Fax;(651)681-9488 p�j�#: 7 1 31 30000 Mendota Heights,MN 5512d www.pioneereng.com Folder#: 7518 Drawn by: KKS /r nnno n:........_v.,..:..,,,,«».. . . !