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4246 Dunrovin Lane
CITY OF EAGAN Remarks Addition WILDERNESS RUN 6TH ADDITION Lot 15 Blk 5 Parcel 10 84355 150 05 OWnerl-M d U-'A??)4' Street 4246 Dunrovin Lane State Eagan, Minnesota 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1973 161.21 8.04 20 104.7 0-15-78 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1977 162.14 $-96 15 129-74 A006968 10-15-78 STORM SEW TRK 1978 277.61 18 , 5 240.61 A006968 10-15-78 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 250.00 11197 8-8-78 BUILDING PER. SAC SOID-no 11197 8-8-78 PARK Cities Dijzital Quality Contro The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. CASH RECEIPT ' CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE • 19 AMOUNT 1-1 & _DOLLARS 100 ? CASH E] CHECK FOR Thank Y u "?? Z-Qql A . BY White-Payers Copy Yellow-Posting Copy Pink-File Copy CITY OF EAGAN 3795 Pilaff Knob Road Eogen, MN 55122 N! 4928 PHONE: 454-8100 BUILDING PERMIT Receipt # T. " .uA far rl y • J. gar. R.+ VA.- 19 f u Site Address Erect Q .? ! 1 . 1LU 11 Lot Block Sec/Sub. Alter ? Parcel # Repair ? Enlarge ? W Name Move Q = Address Demolish ? mot.. DL--- Grade 0 0 4 Nome 15e. uu Address 1 ~ Ci W Name =Z Address I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: oil work shall be done in accordance with i Building Official Occupancy Zoning E" Fire Zone 'j Type of Const. ,f # Stories Front ft. Depth ft. Fees Assessment .:? < I/ ! 0 Water & Sew. Police Fire Eng. Planner Council Bldg. Off. 8 7 ?78 APC Permit '' "' - `` Surcharge Plan check SAC Water Conn. 250.5`5 Water Meter `10..() Total 919.5 on the express condition that Minnesota Statutes and City of Eagan Ordinances. hnnlt # pate Iaaad PenaMeN Plumbing bl Sc, / b -5 7 - 7 ?{ Mechanical f'CE_?_?? D O B 7?14r1 ?Q(p1 ?? ? INSPECTIONS Footings Foundation DAT 8 INSP. lumbing Rough-In Date Insp. Find Date Insp. Frame/ins. --1/3 Mechanical Final l6 - Remarks: CITY OF EAGAN 3795 Pilot Knob Road Eagan, Minnesota 55122 Phone: 454-8100 P'LUMBIM, PERMIT Date: 10--27-78 Site Address: 1+246 Dunrcvin Lane Lot 15 Block 5 Sub/Sec, WR 6 th No. 1256 12192 Receipt No.: Single Residential x Multi 2ilsen Name New/Alter./Repair. 0 527 So. Snelling Ave. 3 Address Cost of Installation C Gt. Paul 6q:3-5501 "0.Ci0 City Phone: Permit Fee Ralph's Plumbing .5^ Nome _ Surcharge `'O!',Q Kesvick Ave. Nc Address a 29.50 u° tez 750"12 City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official CITY OF EAGAN 3795 Pilot Knob Road . Eagan, Minnesota 55122 Phone: 454.0100 HEATING _ PERMIT Date: 11. 1978 Site Address: 4246 Dunrovin Lane Lot Block 5 Sub/Sec. _°IR 6th No. 1276 Receipt No.: Single Residential y Multi Res., Comm./Ind. Name 'Cilsen Homes Inc. New/Alter./Repair Address 627 Snelling Ave. So. Cost of Installation ' ' ' 10" AIR RD-? I RE T`- Ciry"?• Paul ` 5116 Phone: Permit Fee 20.0 ` Name Aj m9?r ",C)n In Surcharge .50 Address e a V City Phone: Total ` This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OF EAGAN Pilot Knob Road MN 55122 WATER SERVICE PERMIT PERMIT NO.: DATE: . No. of Units: Address: r137-e-,,%Y4 n « r No.: Connection Charge: Account Deposit: er No.: Permit Fee: ee to comply with the City of Eagan Surcharge: ionces. Misc. Charges: Total: Date Paid: of Insp.: Insp.: SEWER SERVICE PERMIT to comply with the City of Eagan Connection Charge: Nces. Account Deposit: _ Permit Fee: Surcharge: Misc. Charges: - f Insp.: Total: Dote Paid: CITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 PHONES 4548100 BUILDING PERMIT APPLICATION To be used for SF Dwlg. & Gar. Est. Value 52,000 N2 4928 Receipt # Site Address rfcrfD tnanrovin Lane W. 115 1 n Lot Block Sec/Sub. Parcel # w Name w.• .=. Z nrovin Address _ Eagan 1 699i961 0 o Name Tilsen ii- Address 627 SPaul o. Snelling Ave. t- ru., pti e Name _ Address I hereby acknowledge that 1 hove read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit Is Issued to: all work shall be done in accco Building Official G Erect L9 Occupancy- Alter ? Zoning R1 Repair ? Fire Zone 3 Enlarge ? Type of Const. V Move ? # Stories Demolish ? Front 54 ft. Grade ? Depth 26 ft. Approvals Fees Assessment ++/T - Water & Sew. Police Fire Eng. Planner Council Bldg. Off. 8 7 78 APC Permit . *a _ Surcharge 26.00 Plan check SAC 500.00 Water Conn. 250.00 Water Meter 60000 Total 979.50 on the express condition that Minnesoto Statutes and City of Eagan Ordinances. Ut3 a 7V??"I ?Z7tl0 s re -wst void 18 months from 1--5-- S lr ? Le-) le 11/Q`3 'R 4551 Date of this Request 8-., -'M 1, a= Licensed Electrical Conr ? Owner, do hereby request inspection of the above electri- cal wiring installed at: Street Address or Route No. 4246 Dunrovin Lane City Eagan Section Township Range County Dakota Which is occupied by Tilsen Homes (Name of Occupant) Is a roughin inspection required on this job? No O Yeses Ready Now ? Will Call " Power Supplier Dakota Ctyl Address Farmington Electrical Contractor O.B. Thompson Electric Co. Contractor's License No 33735 12201 M&MVYI11" ektka 55343 Mailing Address /Fln?frLal Pnn1?a?Inr M!!lw ?r a41nn T.I. Inefallafinnl Authorized (Electrical ContrictOr or Owner Making This Installation) No. 933.2521 SU/? UE 6 20 Q®pq This inspection request will not be accepted by the /,? Q State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 r . kEQUEST FOR ELECTRICAL INSPECTION CHECK BELOW WORK COVERED BY THIS REQUEST '/ 703 'R 4551 Type of Building New Add. Rep. Check Appliances Wir For Check Equipment Wired For Home = ? ? Range l? • Temporary Wring ? Duplex ? ? ? Water Heater ? Lighting Fixtures Apt. Bldg. ? ? ? Dryer ? Electric Heating ? Commercial Bldg. ? ? ? Fur 2.00 Silo Unloader El Industrial Bldg. ? El C3 pir - Bulk Milk Tank El Farm El El ? List 00 Ltst ) Other ? ? ? Her rs Here COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee 1 1 Feeders&Subfeeders: # Fee Circuits: # Fee 0 to 100 Am s. 0 to 30 Am eres 0 to 30 Amperes 101 to 200 Am180 G 1 • 31 to 100 Amperes 31 to 100 Amperes Above 200_Amps. Above 100_Amps. Above 100 Am s. Transformers Remote Control Circ. Partial or other fee Signs Special Ins ection Minimum fee Remarks Hall TOTAL FEE I, the Electrical Inspector, hereby 611 ha ve ins tion has been a (Rough-in) Date (Final) c3 ti Date ? This request void 18 months from RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN l? 3830 PILOT KNOB RD, EAGAN MN 55122 ll 651.681-4675 New Construction Requirements 3 registered site surveys showing sq. ft of lot, sq. ft. of house; and all mofed areas (20% maximum lot coverage allowed) • 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 set of Energy Calculations • 3 copies of Tree Preservation Plan if lot platted after 711M Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATE Z?;_ - 13-0 -,>-- RemodelfReoair Requirements • 2copies of plan 113 • 1 set of Energy Calculations for heated additions 1 site survey for exterior additions & decks Indicate if home served by septic system for additions VALUATION SITE ADDRESS ?Ig 416 Drvt goVI , G h MULTI-FAMILY BLDG _Y _N TYPE OF WORK_ Re l('662 FIREPLACE(S) _ 0 _ 1 _ 2 SELA ROOFING & REMODELING, INC. APPLICANT 4100 EXCELSIOR BLVD. ST. LUU1?5F&U(,MN 65416 STREET ADDRESS ITIM00105n CITY STATE ZIP TELEPHONE # 6l.JV -! ,O,Ogi CELL PHONE # FAX # PROPERTYOWNER t-e e VG rS 5+royh TELEPHONE# 65-1- `'2b2- G9" COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (J submission type) . Residential Ventilation Category 1 Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: ___ Phone # By Plumbing system includes: _ Water Softener _ Lawn Sprinkler Water Heater _ No. of R.I. Baths No. of Baths Mechanical Contractor: _ Mechanical system includes: Sewer/Water Contractor: Phone # Phone # 8w`Ehd gy Code Work l Submitted MAY 1 0 2002 Fee: 990.00 Fee: 970.00 -------------------------------------------------------------------------------------------------------------------------- I hereby acknowledge that I have read this application, state that the informati n's correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordd111n nce Signature of Applicant " OFFICE USE ONLY Air Conditioning Heat Recovery System Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor- N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning- ----_-- - City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Final/C.O. - Footings (deck) _ Final/No C.O. - Footings (addition) _ Plumbing _ Foundation HVAC _ Drain Tile _ Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final - Framing _ Siding _ Stucco _ Stone - Fireplace _ R.I. - Air Test -Final _ Windows (new/replacement) - Insulation - Retaining Wall Approved By Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Building Inspector Total X?f DATE 6 ?3O -P7 O BUILDING PERMIT APPLICATION Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations. To be used for ?L ?•O-?' Valuation Ug l zdd Site Address: (??Ny c?ti ?,^nn Lot Block Sec. Sub, Parcel Number Owner A-), 1 U. Address Contractor Address ?z y?/YLs? ! Telephone & 9q -/ 9(c Telephone 6 gff-S ?O/ Arch./Eng. Address Telephone OFFICE USE Erect Alter Repair Enlarge Move nemolish Grade Occupancy Zoning Fire Zone Type of Const. f# of Stories Front Depth (o OFFICE USE Date of Approval & Initial n y??yy/pry c1 7/ Assessment ?;.f{ • 1 7g- water/Sewer Police Fire Eng. Planner Council Bldg. Off. A.P.C. FEES , Permit Surcharge Plan Check SAC cSe Mater Conn. Water Meter ./ o TOTAL of '1 ?• ?Z D I??a GEYi?2 Aeooe e rY Lvye- t-y / uNt Sy P I LINE E=l 1 Q ate, , ,&V,v v/, ?.Iiztxt- ?a L oT ?s BLoc K ONT._?ROPF?TY .LINE: I fo ? PLOT PLAN ities Digital alitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. wnww, 4 } ..r?.?cst?torr'9'?,1--.c.F la ?•-IVN,?S ??1c, ?¢® 1 - 2l - -?„'7 E?r?.. YOTAI MMsM BALL AM SQO CCU" :??"?3 anSouc?o 191" a eq. &?fs4.;._] GpcAt l?"[ ?C31 ,?„-"?"a tqo t?' ^ a?oc^o 1 UT3 a eq, irua S cqo ITn a ado ?? ??8 ?6" ?ALL? II IIL?o St,.? qR ae, • Q¢o • ff¢, ac fto fgo a y ?:? _.20 @ €Qoft. y_ _ CU &ft& s: ' 0.l .? e 4 m _. (Lyt;tJ ?r P-? 1'V_.? ..r_ . J:?? 1 • r' F r ? ¢ '.-._ Ate, f ' ..? - ??. :" .. . ?•> ?u aC? 0 3 o ?t f ? ,a??+°? , 44?. .?? _ f ? t. ? ; J -Y . f'Z' ' •????II Cio i?{o.J=° . -sas?,'w.......r _ . .- z TAM all o%'o.C+ tJ???'"u,C,yJ ..X-1 33Tr? rJ •) 53 CQo r»"lax, r :. ,. W i.. 1 ??r{,?f a ?Qo ?Fi-P? 1-1?GZ '.?h1?ELC5 .r > Cities Digital Qualily Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. col n 1 Nag, 03 for vmtl&MAmd rwfo ,b® fca abfl stlur emstruAt&on RC ?,T P B- ®a flco b. E \ ?-r • 4< ??\.. ,-? - ASR b 1 'G: R- IMIUC Sfr coe?apa ?1" r^ilo': :io cr.lcLleec9 06000 Ao pot coot tho G oraq C(;d paQ?QB t®? ¢ho 11Altoe^aeo ?.velo;(c Dcoign" as czntl4oed g6 SU 6b?3 (3i cry tie eoc?. ?©btbe?8 o%ootc coy be uoca to ohou ;.o: Y R W PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA077700 Eagan, MN 55122 . Date Issued: 05/10/2007 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 4246 Dunrovin Lane Lot: 15 Block: 5 Addition: Wilderness Run 6th PID 10-84355-150-05 Use Description: Sub Type: e - Air Conditioner Work Type: Replacement Description: Air Conditioner Comments: Questions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, 952-445-2840. Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Standard Heating & Air Conditioning Canon E Christianson 130 Plymouth Ave. N 4246 Duraovin Lane Minneapolis MN 55411 Eagan MN 55123-1725 (612) 824-2656 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA080346 Eagan, MN 55122 . Date Issued: 10/09/2007 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 4246 Dunrovin Lane Lot: 15 Block: 5 Addition: Wilderness Run 6th PID 10-84355-150-05 Use Description: Sub Type: e - Furnace Work Type: Replacement Description: Furnace Comments: 4/30/08 Notification letter sent regarding expired permit pf Quesetions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, 952-445-2840 Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Standard Heating & Air Conditioning Canon E Christianson 130 Plymouth Ave. N 4246 Duraovin Lane Minneapolis MN 55411 Eagan MN 55123-1725 (612) 824-2656 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink For Office Use I City l VD of Ron 1 Permit / EaEd 1 Permit Fee: ✓ F 3830 Pilot Knob Road Re ved. 1 Eagan MN 55122 SEP - 1 2011 1 Data Phone: (651) 675-5675 t Staff Fax: (651) 675-5694 _ 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 7 l " /r Site Address: ` 64 /)VV? p-(- ~ Al ~i ,L Suite Tenant RESIDENT /OWNER Name: k1 C;'1 ~>/1Y"r S ~ lire Phone: S Qr Address/ City /Zip: ~2~~~rY✓^ jirft' CONTRACTOR Name: J e- e- I License Address: City: State: Zip: Phone: Contact: Email: TYPE OF WORK New _Replacement -Repair _Rebuild - Modify Space _ Work in R,O.W. Descri bon of work: PERMIT TYPE RESIDENTIAL Water Softener Water Heater Lawn Irrigation RPZ PVB) Add Plumbing Fixtures Main Lower Level) Septic System Water Turnaround _ New _ Abandonment 1ti AX"',- RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Tumaround* (includes $5.00 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 1 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. x 1-1111.11)C'11 C. 11 .f'.~r rbrlaF-~ x L Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final PERMIT City of Eagan Permit Type: Mechanical Permit Number: EA106160 Date Issued: 08/14/2012 Permit Category: ePermit Site Address: 4246 Dunrovin Lane Lot: O15 Block: 005 Addition: Wilderness Run 6th PID: 10-84355-05-150 Use: Description: Sub Type: e -Air Conditioner Work Type: New Description: Air Conditioner Con1111entS: Questions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, (952) 445-2840 Crystal Cochran 7588 Washington Ave S Fee SUn1111ary: ME -Permit Fee (Replacements) $55.00 0801.4088 Surcharge-Fired $5.00 9001.2195 Total: $60.00 Contractor: -Applicant - Owner: Pronto Heating & Air Conditioning Canon E Christianson 7588 Washington Avenue South 4246 Dunrovin Lane Eden Prairie MN 55344 Eagan MN 55123--172 (952) 835-7777 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mi~esota Statutes and City of Eagan Ordinances. ApplicanvFermitee: signature issued By: signature Use BLUE or BLACK Ink For Office Use I j j Permit Oa& -7 lty V E ama Il 1 Permit Fee: 1 ~j 3, I 1 T I 3830 Pilot Knob Road I 1 Eagan MN 55122 AUG - 9 2011 Date Received: CL ~ ~ Phone: (651) 675-5675 I staff: I Fax: (651) 675-5694 1 _ t ------------ll 2011 RESIDENTIAL BUILDING PERMIT APPLICATION r n Unit Date: ~-U ! Site Address: A M 6114110 VI' Name: CAnO/i ►S J~ /6j~ SOr7 Phone: L~S~' y5~~,~60 RESIDENT / /J t~~ /t OWNER Address/City/Zip: 17y ~./l/wl/wvoit l~i~rc°~a~ ~ls'✓ ~J SIdZ~ Applicant is: Owner Contractor TYPE OF WORK Description of work: 'Add 1 t ► 2' 1 rJ k,!5, &7 to Construction Cost: -3 Multi-Family Building: (Yes T No Company: /1~dh P Contact CONTRACTOR Address: City: State: Zip: Phone: License Lead Certificate If thhe/ project is exempt from lead certification, please lexplain why: (see Page 3 for additional information) ~Er~vT•'Fa1 ~~1~ /~o f P.+7 M-AJfe-r /f7Ft `r ~cJiN✓L ^ 2 -3 GCc✓~, COMPLETE THIS AREA ONLY IF CONSTRUCTING ANEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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. x C4,1O11 x Applicants Printed Name Appli n-ft Signature Page 1 of 3 q~Dq(D ~u(jtzouir~ C,11, DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation Fireplace ` Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of Plex Lower Level _ Pool Miscellaneous T Accessory Building WORK TYPES _ New ` Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair _ Windows Demolish Foundation _ Replace Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION _ Valuation Occupancy MCES System - Plan Review Code Edition Cleo? SAC Units (25%_ 100%yJ Zoning A-1 City Water Census Coded Stories °QL Booster Pump - # of Units - Square Feet PRV - # of Buildings Length 13'-e Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final i C.O. Required Footings (Addition) Final / No G.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: J&e & Water Final Pool: Footings _Air/Gas Tests Final Framing Siding: -Siucco Lath -Stone Lath -Brick 41- Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES ~L 9y z 94~ 0 S~t, 97 /G Su Surcharge / r~2 /r'i,►%fH 9F~t~ 90 3) - Plan Review /G 1?r1hCh'' pu#jo- ?5ry/ MCES SAC City sac off,'=~ /►~.n. y $kC 9o as ~ Utility Connection Charge 1,~~GG S&W Permit & Surcharge Treatment Plant Copies / ;10 TOTAL Page 2 of 3 ■rrr~ 05000 W z Z a J J Z Z p 3NVI A31oino Q O CL o f .J Z w N s ~ .~s w O Z N a r DOY N O IX W W p Z •ia1 cn w w } Z W Z1 oC O cn O T wpm w W, p 7 N T2 F ~O K Z O R 0? (5 W N Q N 0 Z CY) CV U O) O L~ CL N > N ~ Q Y J Z < 3: O W r _ z Q < T 73 w 0 CL Q .r....w•.at a.a~nr~ ww*r w L w CL w s f i • i • i • ~ M L~s 1r•f r M W DUNROVIN LANE jyz jyG JJG.d /ZGI~IN L..✓ R E f Q OCT P 5'"? MiTek~ MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 Re: QTREC0255507 CHRISTIANSON The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Midwest Manufacturing. Pages or sheets covered by this seal: 119714887 thru I19714887 My license renewal date for the state of Minnesota is June 30, 2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan, sped fication, or report was prepared by me or under my direct superv n and that I am a duly licensed Pro- tesslonal Engi er under the laws of the State of inns a, U_ N WCtA kATE RM NIA, 41469 October 24,2012 Garcia, Juan 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 CHRISTIANSON 119714887 QTREC0255507 GF1 GIRDER 1 2 JOb R e ence O tlOnal Midwest Manufacturing, Eau Claire, WI 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Oct 24 10:08:07 2012 Page 1 ID : deaf73moYutdxH Q N N?Abp3zowlq-MQ Ra8i4 ikWVi6P kg3g5YJcITJx3BoECT6ojJY WyQ EMc 3-9-3 7-49 11-0-0 14-7-7 18-2-13 22-0-0 3-9-3 3-7-7 3-7-7 3-7-7 3-7-7 3-9-3 Scale = 139.0 TOP CHORD OF GIRDER TRUSS SUPPORTS TRUSSES T1A IN JOB QTREC0255507, MITEK DRAWING NUMBER 119714887B 7x16 MT18H = 2x6 7x16 = 8x8 = 7x16 = 2x6 I 7x16 MT18H = 1 7 2 3 4 5 6 13 12 11 10 9 14 8 7x6 I I 10x18 MT18H = 3x8 9x12 MT18H = 3x8 10x18 MT18H = 7x6 I1 BOTTOM CHORD OF GIRDER TRUSS SUPPORTS TRUSSES M1A IN JOB QTREC0255507, MITEK DRAWING NUMBER 119714887A 3-9-3 7-4-9 11-0-0 14-7-7 18-2-13 22-0-0 3-9-3 3-7-7 3-7-7 3-7-7 3-7-7 3-9-3 Plate Offsets (X Y): 14:0-4-0 0-6-01 111:0-6-0 Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.46 11 >554 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.80 11 >320 180 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 349 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 8 SYP 240OF 2.0E TOP CHORD 2-0-0 oc purlins (2-9-1 max.): 1-7, except end verticals. BOT CHORD 2 X 8 SYP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 2100F 1.8E *Except* JOINTS 1 Brace at Jt(s): 1, 7 1-14,7-8: 2 X 8 SYP 240OF 2.0E 2-13,3-12,4-11,5-10,6-9: 2 X 4 SPF Stud This truss is designed in accordance with the Minnesota State Residential Building REACTIONS (lb/size) 14-12626/ 5-8 (min. 0-5-4), 8=12626/0-5-8 (min. 0-5-4) Code. No increased unbalanced loads or drift loads have been considered. The building designer should verify the adequacy of the design loads Max Horz 14--5 3) as this component is incorporated into the overall structure. Max Uplift 14=-1274(LC 3), 8=-1274(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-10676/1097, 1-2=-18502/1875, 2-3=-18502/1875, 3-4=-34620/3497, 4-5=-34620/3497, 5-6=-18502/1875,6-7=-18502/1875,7-8=-10676/1098 BOT CHORD 13-14=-352/3114, 12-13=-3128/30757, 11-12=-3128/30757, 10-11=-3119/30757, 9-10=-3119/30757, 8-9=-327/3114 WEBS 1-13=-1765/17545, 2-13=-1290/180, 3-13=-13835/1405, 3-12=-129/1746, 3-11=-436/4361, 4-11=-2199/270, 5-11=-440/4361, 5-10=-128/1746, 5-9=-13835/1402, 6-9=-1290/181, 7-9=1768/17545 NOTES (9) 1) 2-ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. I Hereby certify that this plan, speci. 3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever fication, of report was prepared by left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 me or under my direct supervision 4) Provide adequate drainage to prevent water ponding. and that I am a duty Licensed Pra- y) All plates are MT20 plates unless otherwise indicated. fessional Ert eejjJJunder the laws 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ofthe State Mi~/jesota, 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1274 lb uplift at joint 14 and 1274 lb uplift at JlJA GAROIA joint 8. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 DATE REG. NO. 41469 October 24,2012 Continued on page 2 ® WARNTNfr - Verify design parameters and READ NOTES ON THIS AND INCLUDED JffT K REF E PAGE 1971-74 73 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 i` is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ~~T®R= erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ff Southern Pine (SP or SPp) lumtrer is Specified. the design values are those effective 111P2012 by ALSO or proposed by SP16. Job Truss Truss Type Qty Ply CHRISTIANSON • 119714887 QTRECO255507 GF1 GIRDER 1 JOb a efenCe O tlOnal 2 ~ Midwest Manufacturing, Eau Claire, WI 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Oct 24 10:08:07 2012 Page 2 I D: deaf73moYutdxHQN N?Abp3zowlq-MQRa8i4ikW Vi6Pkg3g5YJcITJx3BoECT6ojJYWyQEMc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-681, 8-14=-499(F=-304, B=-174) ® WARNING - Verify design parameters and READ MTES ON THIS AFM INCLEMED WTW REFERENCE PAGE t-7473 BEFORE WEE. 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 p f~B * erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective i '61P20t2 by ALSO or proposed by SPIB. r Job Truss Truss Type Qty Ply CHRISTIANSON 119714887A OTRECO255507 MIA MONO 10 1 ob Reference o tional Midwest Manufacturing, Eau Claire, WI 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Tue Oct 23 16:30:24 2012 Page 1 ID:SuDVsSVf5vyj2Tg6h?h4EOz487E-1AFyfV2bMVgMuVdbgz1 EhYM9zdLnp_7Hpi5dcQyQTsD -2-0-0 7-0-10 13-7-0 2-0-0 7-0-10 6-6-6 3x8 1 Scale = 129.6 4 4.00 12 3x4 % 3 2 ~I o, 6 4x4 = 2x4 5 3x6 = 7-0-10 13-7-0 7-0-10 6-6-6 Plate Offsets (X,Y): 14 0-3-14 Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TIC 0.58 Vert(LL) -0.07 2-6 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.17 2-6 >917 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 48 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6: 2 X 3 SPF Stud, 3-5: 2 X 4 SPF 1650E 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=886/0-3-8 (min. 0-1-8), 5 677/ -3-8 (min. 0-1-8) Max Horz 2=162(LC 5) Max Uplift2=-140(LC 4), 5=-75(LC 6) This truss is designed in accordance with the Minnesota State Residential Building Code. No increased unbalanced loads or drift loads have been considered. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. The building designer should verify the adequacy of the design loads TOP CHORD 2-3=-1257/155 as this component is incorporated into the overall structure. BOT CHORD 2-6=-131/1104, 5-6=131/1104 WEBS 3-6=0/297, 3-5=-1120/194 NOTES (5) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 75 lb uplift at joint 5. LOAD CASE(S) Standard I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duty Licensed Pro- fessional E inee der the laws of the Sta# of IM sofa JUAN GARCIA CIATE BEG, t[Q.4146@ October 24,2012 A WARNSNG - VaIN design parameters and READ MTES ON 7WIS AAID YNCLUDRD XTEKREFFREME PAGE i-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 ~g is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 If Southern Pine (SP or SPp) lumber is specified, the design values are those effecfrve M,0112D12 by ALSO or proposed by SPIR, Job Truss Truss Type Qty Ply CHRISTIANSON 1197148876 QTREC0255507 T1A COMMON t 1 job Reference o do Midwest Manufacturing, Eau Claire, WI 54703 7.250 a Jan 25 2012 MiTek Industries, Inc. Tue Oct 23 1632:07 2012 Page 1 ID:gV3nHk855Fc2vpaisA3kZySYPZ-W?zuGj IC59pIIK?OM5NONG7n_8SnRdrRVEXajyyQTgc -2-0-0 5-10-14 11-0-0 16-1-2 22-0-0 , 24-0-0 2-0-0 5-10-14 5-1-2 5-1-2 5-10-14 2-0-0. Scale = 1:42.7 4x6 = 4 4.00 12 2x3 2x3 3 5 6 2 a , 7 Im a 10 s 6 5x6 = 5x6 = 4x4 = 3x6 = 4x4 = 7-7-4 14-4-12 22-0-0 7-7-4 6-9-8 7-7-4 Plate Offsets (X,Y): 12:0-3-6,0-0-31.16:0-3-6,0-0-31 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.18 8-10 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.33 8-10 >792 180 BCLL 0.0 " Rep Stress Incr YES WE 0.41 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 68 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins. [P] BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 21309/ -3-8 (min. 0-2-1), 6=1309/0-3-8 (min. 0-2-1) Max Horz 2_- C 4) Max Uplift2=-163(LC 6), 6=-163(LC 7) This truss is designed in accordance with the Minnesota State Residential Building Code FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . No increased unbalanced loads or drift loads have been considered. The building designer should verify the adequacy of the design loads TOP CHORD 2-3=2595/319, 3-4=-2261/274, 4-5=-2261/274, 5-6=-2595/319 as this component is incorporated into the overall structure. BOT CHORD 2-10=-221/2379, 9-10=-111/1646, 8-9=-111/1646, 6-8=-221/2379 WEBS 3-10=-477/143, 4-10=-19/674, 4-8=-19/674, 5-8=-477/143 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2 and 163 lb uplift at joint 6. LOAD CASE(S) Standard 1 Hereby certify that this plan, speci• fication, or report was prepared by me or raider my direct supervision and that I am a duly Licensed Pro- fessional E in r under the laws of the Stat f esota, +Jt)A~ ~ARGfA DATE REG. NO.41469 October 24,2012 ® WARMNG - Verify design paranu to and READ MTE5 ON 7NIS AND, INCLUDED XTEKRfif E PAGE 091-7473 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 M~Tek+ 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 SCSI Building Component 14515 N. Outer Forty, Suite #300 Safefy Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ff SDUthem pine (SP or Spit) hunter is specified, the design vafues are those effectme 4101120f2 by ALSO or proposed by SPI& y pp r M `n" w z c m m D o o > 00 M ~ z D x N D Q r Z Q O O0 m o o I I n 'o D AW y rr 3G~Wo~O 1d :3 Z5 Q n o a p O (Dfp:3 no Z art z n(OOn 0 ~ ~0 07 (pQ n N-Om a_ Q>p n D Z QoQD~ ~3° ^ -0 Q a~ r (D a m cy °-0 a_3 °(D ~QO~Q~c° N° Q nc~Q m°3= m< mm~X Z, v °oO-u OQm~ 0mo N~ °c3a cQ N3 =0 0°~ o oN '~oQ~ O ~f m (DO G pQ ~O Q 70 °-(Q p (D O 0 3 0 0 0 Q cD 3~ 3 (D ° Q c O N p. O rn (D 3 a-"87-. 0 n n - ~N Z Q O c N N Q T Q QcD v 0Q°C' DO c ° 2 ~D~ o CDON 0 Q cis D m3°~nQQ ~~~~a _Q3 QQQ~• 9 ~a•~ 36 W N~~- O(D1) UQ.07 (D 0_.-o O D0 0 O 0~~00 o Qo~~No QQn: Q~0 0 c? mN a O f w n5n 3 n~v O (p er 7C N_ - Z Q°O np 2(Q0 a (D N:F No3 N 03 Qn O 3Q~• 5* 0 O O • 7 O v, N (D C) (D X O 3 T< (D (o (DQ H . QU O , pa-0 CD 3Q CD (on (D _.nQ c N O0 - c Q c 070 ° O o O :3 (D 7 !7 7 Q ° N 3 O (D m m z n D TOP CHORD to to ,'v c S 0 ct-s J Z m ° < ' 10~ ~ 0 W a mcZ co m y QA3 N D S-6 (D OW toN D n 73 D rD mm o C (D QZN~~(D D(D m ( -0 0 C) (D 'D D m NNNc3nm N N O A~ ~z O co c tom to m A 4<D3n OW.W rn w Hz m ~aCD ; NN D tnD O n (D MMM m p Q n Q N (D N m I -o M D V --i W2-7 S N ~N0-46°o O~t1 A~ 70 m Mz O Q n Q 0-aDac 0 to 0 v zc 0 3 (D IQ zo [;;R .0-0 z 03: n co Q 10 co N A N NNQQC, mco to m _;u 0 800 C) fl-O~ Q(cp ~4 w W '-tr*' N a 3 V NQ(DQ -0 tD W z ~m 7~ y 3 c Q N O ? m O _ Q C _ to 7 m D (D (n O 3 O 0 n P W O (D (p (D °N Q F ? m0 Q -3-. Q. N y ~ (D X :E (D r U n 0 70 0 H t, A m NOA N Q TOP CHORD O `O (b V O~ Cn A W N p V P (n A W N ^ Q loop Do -o~ -omc y °o n ow -oo 'O~c 3~ non c c ~c 3o 5-z-- n Qav ~z 63:~ °:D 3 C• 7 (D n O 0-0 (D D 0-5 ° ° (D O (D n ° - O ° Q o Q H O Q -s Q°<-• (D-<0 Q -R~ ~ n. n-3 F6 3a3 - m n °Q m n-<(D CD ° a ° ~o ° o o ° 5n o aOS :o .om 3 s,d 3 ~6 0 loo o < ~.3 ~o ° tom mHm X oo <.0 ° 3-o m o m D QX (o Qo (Q 02 3 c3 Ana m.Q~ Q O° oQ F3 ~o° mH' m 33 m6O o QQ c0-0(o -x 0 gm -s m -o (D fp0O (D m~ mm~ - a n3 66 3 m o o m <m Z (Q m a 0- -0 ° 2 a =1 °c (D a D o ~ m (D L).(Q ~ ° CD O o s (D ? c- o ~o 0 3. n C) IS D Q ° D ° C p D O T 3 D O v C Q O o Q ° n Q a N 7 Q n o ° j a N jN c: 0 Z5 (D mo° mI ~ ° ° o-(D °O 3 0 ac) oa °Q-P(D (D - n- ono ZL mN o-~ ao5Q oQ O n 7< ~ Qn c - 3 o Q mQ o~ o' nQ m ° aQ 2N ~ R Q' O ~Q° Q C_ (D (DD CD ~3 m m m(D (fly 6m Q~ m0n mo 3 3 o a n (D Noa co (D a°Q ((DD (D Q ~ 7 0 (D (aD (Q d ' o o fl OO C 3 ~ OF (fl (fl (D P- Q Q Q ,11:1 Q (Q n n j - o0 OFT ~n ° 3m' -0 n (D (D m~ sn zQ N a ~ D m C n - O a ,n j C Q C, ° ~ ~ (n 6 - Q Q ~ ~ ° Q 3 Q D ~ N Q ital O -6 na ° °(O H ~Q (D Z n K J N K3 n0 O i3 7 - y~ O- n.. (D O O yO 3° N - p (D CD 3 p- O O Q O p° (D Q O O (D Q y ° c p N D o- D 6 (D~ a o~ m a' m o o ~o gn 3 75 nD P-3 (D n FD 0 (D 0 c: c: O (D O O (D Q Q N O_ O F). C 3 O j ('p Q (D(D (D c ~ o o n c ° o D (D 0 3 Q D 73(o (D D, w' O 3 ((D Q (D ? 3 a o Q Q ° ND' O O a < 3 O N 7C) Q N O (D Q n j O ~ p 3 < M 6 3N 3, Q m •V USP Corporate Office STRUCTURAL 14305 Southcross Drive, Suite 200 • Burnsville, MN 55306 CONNECTORS` 800-328-5934 • Fax 952-898-8605 A MiTek'Company www.USPconnectors.com • e-mail: info@USPconnectors.com October 23, 2012 Midwest Manufacturing RE: Adjustment of Reference Design Values per National Design Specification for Wood Construction (NDS) According to section 2.3.2.2 of the NDS, it is acceptable to use the load duration factor for the shortest load duration in the load combination: ` 2.3.2.2 The load duration factor, CD, for the shortest duration load in a combination of loads shall apply for that load combination. All applicable load combinations shall be evaluated to determine the critical load combination. Design of structural members and connections shall be based on the critical load comb nation (see Appendix 13.2) S'/yaw 0/v Regards, .4~/' Jeremy Dahmen 2(312-Oct-19 10:39 AM USP Structural Connectors 952-898-8606 1/1 - - 6/12 , 77 U Sp GTR' & T Seri i:-`1 STRUCTURAL 1-1 CONNECTORS GI-RDER TRUSS.HANGE RS:; A M~7ek Companq The new GTQ & GTQM hangers connect toh multi-ply girder truss with USP's WS Wood 'tom r Screws offering high load capacities. Design g ~a features minimum and maximum fastening Min. (2) 2x installation options to accommodate various required for sizes of vertical web. GTQM's are designed for W53 screw fl k LVL sizes, for example GTQM218, - ~ Features~ n' Materials: 7 gauge ))Only three hangers Finish: .G90 galvanizing s r'=r- se i needed to cover 2,3, : is: 1 p Zr -4-A-14. and 1 1 ~'K` Installation: r'-' r Nr Reduced supplier SKU Use all WS wood screws as specified. GTQ218 Inventory. ns a hanger cen eyed on a- r we . (GTQM21a Kam, o GTQ's are designed to be installed on Similar) Versatile. Can r. 1:"04; Installed 1 - various sizes of vertical web. Maintain a of vertical sizes and minimum 3/8" fastener edge distance as per the Typical GTQ278 bottom Design S Specification where truss 1 11 1 P Installation . Fit- connector plates are not pro-sent. (GTQM218 Similar) Increased uplift Install wood screws in all nail holes including diamond holes for maximum values. capacity when ,-`ter compared to GT Min. (3) 2x 1 `•"'+"y,/(y `ter tis'^a bolted hangers. recurred or ' , ~ f~ 44J545 9Grf.FVS i' Ere- ' i are supplied with r 4M hanger sizes for € h p T-,'> maximum versatility. USP Typical GTQ818 GTQ318 Typical GTQ420. GTQ420 supplies Installation (GTQM398 Similar) Installation (GTQM420 Similar) quality • • • (GTQM318 Similar) (GTQIv1420 Similar) to • r w% ➢Imenslons(In) FaslederSchedul4 AllowabisLoadsIDA.) Stronger Safer :Ain DR SP S4'_F No, Vert Carried USP of Inelall Web Face Member Floor Roof Wind' UpW Floor Roof Wleds Uple cN Structures o, Stock No. Rel. No. V7 flm D Plys Typo Size Qty Type Qh' Type 10051 115`/ 125% 1608 160% 100% 115% 125% 160% 160% Qty TW;O2, A41 21 18 Y7S3 20 WS3 6965 7a 7900 7900 4595 5785 8635 6635 6635 3660 GTQ218 3474 % 4.172 2 I THGOH2 Max 2x8. 30 03 20 1NS3 1161 13160 3160 13160 4595 9660 11055 11055 11065 3860 Customer Service: Kin 2x6 18 YdS3 20 WS3 5965 7AUT 79D0 7900 4595 5795 6635 6635 6635 3860 1 GTQM218 3.68 18 4.112 2 1-800-328-59341 Maz 2x8 30 WS3 20 '1493 11610 13160 13160 13160 4595 9660 11056 11055 11065 3860 Phone; ' THGQ3, Min GL 25 W645 20 WS45 11480 11480 11480 11480 4595 91140 9640 9640 9640 3850 air GTO318 4.78 18 5 3 THGOF13 Nax 2x8 33 WS45 20 WS45 14665 14665 14665 14665 4760 1232D 12820 12320 12320 3605 • if s MIA 2x6 25 WS45 20 WIS45 11480 11480 114aD 11480 4585 9540 9540 9640 9640 3860 1 GTQM316 5-112 18 5 3 Max 28 33 1645 20 0015 14665 14665 14665 14655 4760 12320 42320 ;2320 12320 _36% Manufacturing-. _ MontgomerV, MN GTO420 T4IGQHL 11.112 20 6.311 4 in 41 WS6 20 WS6 14435 14435 14435 14435 4690 12125 12125 12125 12125 3940 Livemore CA ri Max 2x1D 47 WSS 20 WS8 17920 1792D 17920 17920 4690 15055 150.55 15055 15055 3570 1 • GTQM420 1-114 20 5-314 4 M61 2x8 41 WS6 20 WS6 14435 14435 14435 14435 4690 12125 12125 12125 12125 3040 Largo, FL' 1 Max 2x10 47 WS6 20 WS6 17920 17920 17920 17920 469D 15055 15055 15055 15053 3570 Thornhill, Ontario l)WS3WoodSaoasarel/4•x31ang,MO VlaadSaowsam i/4-x4-112•long. WGRY/cods.nrvaaro ll4'xTlan9andare:nttadedwith GTOandGTOMhangc-rs• Warehouses: 2) UpOR laads hme bam Imeased 60% for wind of seisaic fee&, no further increase shall be pam4?ted. Humble, TX 3) WS Wood Saewsmaybefnsisiod01raoghmetal wisemectorplalesasappovedbytruss desigrwperANSUTPI1-2007 Soction 7,5.3A and 612. 4e. Lumberton, NJ M1 The suppa3ng pies must be lasknt-0 lege0 eT b bens(erloels to a I p1ys: Tip approcnate length Wood Sacw muri be MW 5) Mad (I SOX) is a dowdoad valoa - 4 Consult USP forprking, Information valid until January 1, 2014. USP2196-121 r; RECEIVED OCT 2 52012 MiTekt MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 Re: QTREC0255507 CHRISTIANSON The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Midwest Manufacturing. Pages or sheets covered by this seal: 119714887 thru 119714887 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 l Hereby certify that this plan, speck Zion, or report was prepared by me or under my direst supervision and that l am a duty Licensed Pro- fessional Engl er under the laws of the State of inns a. WAN GARCtA DATE REGa NQ 41469 October 24,2012 Garcia, Juan 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. I Job Truss Truss Type Qty Ply FCHR"TArNSON 11971488 7 QTREC0255507 GF1 GIRDER 1 n L nce (optional) Midwest Manufacturing, Eau Claire, WI 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Oct 24 10:08:07 2012 Page 1 ID: deaf73moYutdxHQNN?Abp3zowlq-MQRa8i4ikWVi6Pkg3g5YJcITJx3BoECT6ojJYWYQEMc 3-9-3 7-4-9 11-0-0 14-7-7 18-2-13 22-0-0 3-9-3 3-7-7 3-7-7 3-7-7 3-7-7 3-9-3 Scale = 1:39.0 TOP CHORD OF GIRDER TRUSS SUPPORTS TRUSSES T1A IN JOB QTRECO255507, MITEK DRAWING NUMBER 119714887B 7x16 MT18H = 2x6 I I 7x16 = 8x8 = 7x16 = 2x6 7x16 MT18H = 1 2 3 4 5 7 6 14 13 12 11 10 9 8 7x6 10x18 MT18H = 3x8 9x12 MT18H = 3x8 10x18 MT18H = 7x6 I BOTTOM CHORD OF GIRDER TRUSS SUPPORTS TRUSSES M1A IN JOB QTREC0255507, MITEK DRAWING NUMBER 119714887A 3-9-3 7-4-9 11-0-0 147-7 18-2-13 22-0-0 3-9-3 3-7-7 3-7-7 3-7-7 3-7-7 3-9-3 Plate Offsets MY): 14:0-4-0.0-6-01 111:0-6-0 Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.46 11 >554 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.80 11 >320 180 MT18H 197/144 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code IRC2006ITP12002 (Matrix) Weight: 349 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 8 SYP 240OF 2.0E TOP CHORD 2-0-0 oc purlins (2-9-1 max.): 1-7, except end verticals. BOT CHORD 2 X 8 SYP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 2100F 1.8E *Except* JOINTS 1 Brace at Jt(s): 1, 7 1-14,7-8:2 X 8 SYP 240OF 2.0E 2-13,3-12,4-11,5-10,6-9: 2 X 4 SPF Stud This truss is designed in accordance with the Minnesota State Residential Building Code. No increased unbalanced loads or drift loads have been considered. REACTIONS (lb/size) 14=12626/0-5-8 (min. 0-5-4), 8=12626/0-5-8 (min. 0-5-4) The building designer should verify the adequacy of the design loads Max Horz 14=-55(LC 3) as this component is incorporated into the overall structure. Max Uplift 14=-1274(LC 3), 8=-1274(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-10676/1097, 1-2=-18502/1875, 2-3=-18502/1875, 3-4=-34620/3497, 4-5=34620/3497, 5-6=-18502/1875, 6-7=-18502/1875, 7-8=-10676/1098 BOT CHORD 13-14=-352/3114, 12-13=-3128/30757, 11-12=-3128/30757, 10-11=-3119/30757, 9-10=-3119/30757, 8-9=-327/3114 WEBS 1-13=-1765/17545, 2-13=-1290/180, 3-13=-13835/1405, 3-12=-129/1746, 3-11=-436/4361, 4-11=-2199/270, 5-11=-440/4361, 5-10=-128/1746, 5-9=-13835/1402, 6-9=-1290/181, 7-9=-1768/17545 NOTES (9) 1) 2-ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. I Hereby certify that this plan, speci- 3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever ficaton, or report was prepared by left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 tree or under my direct supervision 4) Provide adequate drainage to prevent water ponding. and that I am a duly Licensed Pro- 5) All plates are MT20 plates unless otherwise indicated. fessiona) E ee under the laws 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ofthe State f4iesota, 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1274 lb uplift at joint 14 and 1274 lb uplift at - joint 8. ill (AfAF301A LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 CRATE REG. NO. 41469 October 24,2012 Continued on a e 2 ® WARNING - Herr, fill ci parameters amid REBU NOTES ON THIS AND INCLUDED MTEKREF E PAGE 119I-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.~a Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek° 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 Qualify Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 if Southern Pine (SP or SPp) lumber is specified, the design values are those effective 10172712 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply CHRISTIANSON 119714887 QTRECO255507 GF1 GIRDER 1 2 Job Reference (optional) Midwest Manufacturing, Eau Claire, WI 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Oct 24 10:0807 2012 Page 2 ID:deaf73moYutdxHQNN?Abp3zowlq-MQ Ra8i4ikW Vi6Pkg3g5YJcITJx3BoECT6ojJYWyQEMc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-681, 8-14=-499(F=-304, B=-174) WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED 137TEIC R&P E PAGE i3I7-7473+ BEFOPE USE 'ter Design valid for use only with MTek 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 ~1~liR* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IVI fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 If Southern Pine (SP or SPp) lumber is specilfed, the design values are those effective 1 MW2 by ALSO or proposed by SPIR. Job Truss Truss Type Qty Ply CHRISTIANSON 119714887A QTREC0255507 M1A MONO 10 1 Job Refe ence o tional Midwest Manufacturing, Eau Claire, N 54703 7.250 s Jan 25 2012 MiTek Industries, Inc. Tue Oct 23 16:30:24 2012 Page 1 ID:SuDVsSVf5vyj2Tg6h?h4EOz487E-1 AFyfV2bMVgMuVdbgz1EhYM9zdLnp_7Hpi5dcQyQTsD 1-2-0-0 7-0-10 13-7-0 2-0-0 7-0-10 - 6-6-6 3x8 Scale = 1:29.6 4 4.00 12 3x4 % 3 2 MI 01 6 4x4 = 2x4 15 3x6 = 7-0-10 13-7-0 7-0-10 6-6-6 Plate Offsets (X.Y): 14:0-3-14 Edoel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.07 2-6 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.17 2-6 >917 180 BCLL 0.0 Rep Stress Incr YES WE 0.61 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 48 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6: 2 X 3 SPF Stud, 3-5: 2 X 4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=886/0-3-8 (min. 0-1-8), 5=677/0-3-8 (min. 0-1-8) Max Horz 2=162(LC 5) Max Uplift2=-140(LC 4), 5=-75(LC 6) This truss is designed in accordance with the Minnesota State Residential Building Code. No increased unbalanced loads or drift loads have been considered. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. The building designer should verify the adequacy of the design loads TOP CHORD 2-3=-1257/155 as this component is incorporated into the overall structure. BOT CHORD 2-6=-131/1104, 5-6=-131/1104 WEBS 3-6=0/297, 3-5=-1120/194 NOTES (5) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 75 lb uplift at joint 5. LOAD CASE(S) Standard I Hereby certify that this plan, speci- fication, or report was prepared by free or udder my direst supervision and that I am a duly Licensed Pro- fessional E inee der the laws of the Scat cf MI sot>~. ,It AN GARCIA GATE AEG. NO- 41469 October 24,2012 AWARMNG - Verify design parameters turd READ NOTES ON 7WIS AND INUUDED MtTEK PEF E PAGE ffi77-7473 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 Mi iTeky 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 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 If Southern Pine I SP or Slop) lumber is spectfed~ the design vatues are those effective 0"112D12 by ALSO or proposed by SPIBS Jab Truss Truss Type Qty Ply CHRISTIANSON 1197148876 QTREC0255507 T1A COMMON 1 1 ob Refer ce i nal Midwest Manufacturing, Eau Claire, uN 54703 7.250 a Jan 25 2012 MiTek Industries, Inc. Tue Oct 23 16:32:07 2012 Page 1 I D: gV3nHk855Fc2vpaisA3kZySYPZ-W?zuGj IC59plIK?OM5NONG7n_8SnRdrRVEXajyyQTgc -2-0-0 5-10-14 11-0-0 16-1-2 1 22-0-0 24-0-0 r 2-0-0 5-10-14 5-1-2 5-1-2 5-10.14 2-0.0 Scale = 1:42.7 4x6 = 4 4.00 12 2x3 2x3 3 5 2 6 n N 7 Ins d 10 9 8 5x6 = 5x6 = 4x4 = 3x6 = 4x4 = 7-7-4 14-4-12 22-0.0 7-7-4 6-9-8 7-7-4 Plate Offsets (X,Y): [2:0-3-6,0-0-31.[6:0-3-6,0-0-31 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.18 8-10 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.33 8-10 >792 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 68 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins. [P] BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatigo guide. REACTIONS (lb/size) 2=1309/0-3-8 (min. 0-2-1), 6=1309/0-3-8 (min.0-2-1) Max Horz 2=53(LC 4) Max Uplift2=-163(LC 6), 6=-163(LC 7) This truss is designed in accordance with the Minnesota State Residential Building Code FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . No increased unbalanced loads or drift loads have been considered. The building designer should verify the adequacy of the design loads TOP CHORD 2-3=-2595/319, 3-4=-2261/274, 4-5=-2261/274, 5.6=-2595/319 as this component is incorporated into the overall structure. BOT CHORD 2-10=-221/2379, 9-10=-111/1646, 8-9=-111/1646, 6-8=-221/2379 WEBS 3-10=-477/143, 4-10=-19/674, 4-8=-19/674, 5-8=-477/143 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2 and 163 lb uplift at joint 6. LOAD CASE(S) Standard i Hereby certify that this plan, spill fication, or report was prepared by me or under my dire# superAsion and that I am a duty Licensed Pro- fessional E ini*r under the laws of the Stat t esota. IUAN GARCIA DATE RED<NO,d149 October 24,2012 ® WARNING - V-- fN design parrrmeGers and READ NOTES ON 7WIS AND INCLUD J UTEK REF E PAGE 017473 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.~!`R 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 responsibillify of the M fT~!`IS* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ff Southern Arne I SP or Slap) lumber is spectfred. the design values are those effective 472442 by ALSO or proposed by SPIB- ~ r 1 . D 3 W r -o * -v nN zp m D r y~ r ✓ N W rt D m ~ O Q o Z x m m r^ y O 0 r 3 r N N Z Q W m 0 n n~~" 3 a O= ~w D pNc~.(DQ_.Q D cp a- -4 :3 0 Q Q(Q 0 5 Q n O 7 O (D p (0 7 no to z 7 M Z N (DN~ O (~Q ~ ~ ^O CQ 5 0 3 N D 000 (p ~ M -0 a. Q DSOn A° G) o (p g C Q Q 7' r m; a Q -0 D D 03Q(D ~3n~~ ao D( m Qm Z 0~4 QQ O N O O Q -m n 3 =g n O 3 O ON C~ j N O 8:;E v7 a _ ~,Q~ (D C Q -DI 03 N L a0, Q O Q7 .'G ~(OQ~O~(D 030 0 0 Q(D 36 30 0 a_ N ao OQ m pn -O nn ~m< a ~(DD~ (D' 3~Q3m Z nQ _ 0QOn ~ N p'C 0CT~ Z Q~i3 ~ 3 - QaQ NOZ (CDOCDCO _ Q CR D (D(Da n., N~i33 ~QQ_ ~OQ 30 ~C5'Q~. ~E0 o~C03 QUO ~~N. ti OND OC:3 N m O~ - QO O (o O N Z Q O p n0 c: (o Q 0 ~ N 0 ((DD 3 N o 3 o- O 3Qcn C O 3 (D < (D (Q n ° o • 7 (D (D (D Q M x 0 -0 7 n (D N 7' (D ~0 ~M (QnO.zQ O O(D ^ 4 c 6 X O- O(D pQ Q Ny < (D H rn n c= = a 0 TOP CHORD m m Z3 7< 0 m C W0 76Z Vcl-8 O Z z (Q Sa m((D y n om (D QON(D ::E>6 mz 6 O p ~N~C3nfD N~ 7, Q m~ Z O co (Q (n Q 'n 6 N W p y n, C m W m m a, (D ~Q.O N vac N(r y H yD O n (D ~ m? a w. N m N _u ~ D r V ~ W 2-7 = 7 O(D(D"O 00 OzZ 0. T(n m m ~Z O O N Q n Q oa Da u,0 0 o Za 3 :E 0 3 (n ON OQC~nN ~~7 vW - ? Dm = w N ~3 O QN(D D_NQ O m N m ym O OO N O J3 Q Q ZO O N O 20 n 4 n fw (D (D C e ti a 70 m r (n m :3 V, (D 0- A Q. O 0 (D(D Q W m ~F, NQ (D p -a m OD z 3 -O c fl N m O N3 -0 z zA ~ ~ N V Q N 6 N V T D 7 w D G u o ~ o O > n C, w ° n < (Q N°m Q_ F ('20 Q N N -,Q N yc~c N x (D (D Z ti VC4-541 n (D \ (p m N N O Ln (D TOP CHORD O W V P Cn A W N p ~o V (n A W N ^ Q DC H Q M -0 (D C N Q 0 n O w 5-0 n~Dn N C c SO oOv n a Q_~ '^z g3f Q:y Y[ C. Z (D 7 7 M o -O O O Q -°O (~D Q c O- Q Q Q (D Q O (D ND n o - o Q (D Q Q Q_ N Q Q_ Q O Q -O 7 ND - 3 'O (y - Q n O . < n < (p Q_. ~ ~oo Q o o 3 00 m ~~m 3m oo °-o (D m (:D' ((ID 3m Q~2 Q 09 (Q Q Q m Q n Tn arc o oN x Q Q Q 3 o Q x n Q-~ (D O t'1 .c: - 70 N Q -c-. 0 03 7 Q. 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M DUNROVIN LANE f I-ly W PERMIT City of Eagan Permit Type:Building Permit Number:EA118814 Date Issued:11/08/2013 Permit Category:ePermit Site Address: 4246 Dunrovin Lane Lot:015 Block: 005 Addition: Wilderness Run 6th PID:10-84355-05-150 Use: Description: Sub Type:Reroof & Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 8,000.00 Fee Summary:BL - Base Fee $8K $162.25 0801.4085 Surcharge - Based on Valuation $8K $4.00 9001.2195 $166.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Canon E Christianson 4246 Dunrovin Lane Eagan MN 55123--172 Bayport Roofing And Siding Llc 10 South 5th St, Suite 700 Minnepolis MN 55402 (612) 235-7663 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA129781 Date Issued:03/12/2015 Permit Category:ePermit Site Address: 4246 Dunrovin Lane Lot:015 Block: 005 Addition: Wilderness Run 6th PID:10-84355-05-150 Use: Description: Sub Type:Fireplace Work Type:Gas Insert Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Canon E Christianson 4246 Dunrovin Lane Eagan MN 55123--172 (651) 452-0608 Glowing Hearth and Home LLC 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature 4,11' CityofEaaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: 1-)2 `C' 3V Permit Fee: { ,0 0 Date Received: _' Staff: 2015 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: �� € / Site Address: 1/2 Vi Tenant: Suite #: 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.qopherstateonecall.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. Applicant's Printed Name Applicant's Signature Name: C_/tv�6/,--) �, ) C44 .1 -) Phone: /S 1 l r% '.�d -�U' G 'Z -e- ,j,-2- �r f 11/1/) )722 Address /City /Zip: L/12 z k Name: License #: Address: City: State: Zip: Phone: Contact: Email: a of Wor Ck 4 New Repair Space Work in R.O.W. _Replacement _Rebuild _Modify Description of work: mit ipe '' b RESIDENTIAL Water Heater Water Softener Lawn Irrigation (_ RPZ / PVB) Add PlumbingFixtures Level) (y Main / Lower _ Septic System _ Water Turnaround New _ Abandonment RESIDENTIAL FEES: $60.00 Water Heater, $60.00 Lawn Irrigation $60.00 Add Plumbing 'Water Turnaround $115.00 Septic System Water Softener, or Water Heater and Softener (includes State Surcharge) Turnaround* (includes State Surcharge) TOTAL FEES $ (includes State Surcharge) Fixtures, Septic System Abandonment, Water (add $280.00 if a 3/4" meter is required) New (includes County fee and State Surcharge) 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.qopherstateonecall.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. Applicant's Printed Name Applicant's Signature City of Eaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use / ,, Permit #: tc, 2-1 fP of Permit Fee: Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: Name: C�h ,ov) CAft's f :Ar) i®.0--) Phone: O.57- / V 'UO3 y Resident/ Owner Type of Work Contractor Address / City / Zip: Applicant is: X Owner Contractor Description of work: Construction Cost: /ball& Multi -Family Building: (Yes / No Y - Company: �%- Contact: Address: City: State: Zip: Phone: Email: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: n A.-- /3'Ius% fr4) 7 R-\ 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: Phone: Phone: t Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information, Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.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. II x/iil�'14�1 �[`I✓ r Sd�l�1 fG� X Applicant's Signature Applicant's Printed Name Page 1 of 3 SUB TYPES Foundation . Single Family Multi 01 of _ Plex WORK TYPES New Addition 4- Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction DO NOT WRITE BELOW THIS LINE Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair Sew REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice &/Vater Framing 30 Minutes _ Fireplace: _Rough In - Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final 1 Hour Air Test Final Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant 020„- %t'/ 4_ MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests _Final Drain Tile Siding: Stucco Lath _Stone'Lath Windows Retaining Wall: Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: Brick , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL /�� 2•4 I'd, di, 07.o Y0 Page 2 of 3 For Office Use 1 14o +�+ Permit#: 62EAGAN � 4.' Permit Fee: �671& _ I Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 RECIE ';; ? r (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginspections@cityofeagan.com MAY 0 ?n18 L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: Cannon & Chris Christianson Phone: 651-492-0034 Reskienti4246 Dunrovin Lane 7) / owner ° , Address/City/Zip: Applicant is: Owner X Contractor Type,of t►or Description of work: Kitchen remodeling, patio door installation Construction Cost: $60,000.00 Multi-Family Building:(Yes /No X ) Company: Oakwood Custom Builders Contact: Tim King Contractor Address: 886 Hope Ave. city: Jordan State: MN Zip: 55352 Phone: loll-1 (.2 p Email: rV-e oa(<1,0oo3Gask'3wNtout3ta„IftCk License#: 634207 Lead Certificate#: NAT-122826-2 If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor; Phone: Fire Suppression Contractor: Phone: NOTE Plans-ar supporting docu en mit you'st co idered fo :bic�+rmatio 14**4-4s r t tn,t tion my 1 classy#ed'as _ .-0 ubl if girl , m.vide Ott reams th i u , ,unit the : toconclude? at`the.. ... . . You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. 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. 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.qopherstateonecall.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 w 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 appro I of ans. x I rv` ts^c‘ Applicant's Printed Name Applicant's Signature ' DO NOT WRITE BELOW THIS LINE /6/19/7r SUB TYPES z77- g'&, l ff1/ 'V//7 Le? , _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) x Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof Demolish Interior X( Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation I ;,, I 0 Occupancy 0X MCES System Plan Review Code Edition A, , A, SAC Units (25% 100%X ) Zoning ' City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction )i11,V Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final I 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 7�, 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick XInsulation Windows Sheathing Retaining Wall: Footings_Backfill_Final — Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control — Shower Pan Other: Reviewed By: 41k, Building Inspector RESIDENTIAL FEES Base Fee frjg(j44frj Surcharge 3 zj° X 2-0 1 (0, �e b /')' Plan Reviewfli6. / !/ MCES SAC City SAC " Utility Connection Charge per' ,,' SSW Permit&Surcharge Treatment PlantLAO° 4011 Copies 430 / t 6 0 0 TOTAL 1J Page 2 of 3 • i For Office Use I e • � o � s 5 I `. • •'a.• E AGA N Permit#: / I I ,,.....•� E Permit Fee: _ al I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Date Received: 5 ed-i ` 1 I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 MAY 1 8 2018 I Email:buildinginspections@cityofeagan.com Staff: I Commercial Plan Submittal:eplans@cityofeagan.com Lr I 2018 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,submitted via email,CD or flash drive�,r Date: 6 4/g Site Address: 1/Z 7lt41-fr.)re'v n LI s-7-e Tenant: Suite#: Stlltltft# 1NCt t' Name: e.K.uyov d Lk.Sfa•+-t, gc.c.; S Phone: Zell 75/—c zs-`' Address/City/Zip: Name: C_.lart-L lliecl,.t a..-:r/ .4-.ti.. License#:/mit 596-0 Z Contractor Address: 33y5 /c/a/vooi -7714.719,4-, City: /friar L�*•P State: Ai' - Zip: 55372 Phone: 9'92_ .919j-- 2-9Ye Contact: A°71.. Email: e_5ckt-Zf-ecJ;29 ei e &'L . ea,- ,C'•e ,®.1. New , Replacement Additional Alteration Demolition Tyle of Wo Description of work: ,eeke r 3 /64.4- -.-t 4- .�4"-v`t 4I'y� 4T:Roof ne.d. and moue d ha(i q �* �� d odef�e co haf ietom I ration lin , RESIDENTIAL COMMERCIAL _Furnace _New Construction _Interior Improvement Air Conditioner Install Piping Processed :Ty — — T Air Exchanger Gas Exterior HVAC Unit Heat Pump _Under/Above ground Tank ( Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge gi cD $100.00 Residential New,includes State Surcharge =$ Leo( TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ x.01 $75.00 Underground tank installationlremoval,includes State Surcharge =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. Applicant's Printed game Applicant's Signature FOR FFICE USE 4'� rz` X ' Ind f nd In � er fest to 1 t ,. � inal . , _. �. � k � S, Y,�; A t! k,�'f For Office Use [,�q �J I t� ;i Permit#: / / / ' 1 ,,, E AG A N ,:�, ,,,,. Permit Fee: eL I ^�► :x. _E C EI V E r I p I Date Received: ,5 -fJ -/ 1 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 1 (651)675-5675 TDD:(651)454-8535 FAX: (651)675-5694AY $ $ I Staff: 1 buildinginspections@cityofeagan.com L 2018 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: //x Site Address: 4'2Lb cc/i fr V'ct Zee-fie Tenant: /34, / Suite#: 1 4ldfistlltftE't' j! Name: XPtiee riC Clr~S%wt LiLc t/'„S Phone: I'/Z75/i Z55' „` Address/City/Zip: c�^^ Name: c50 tc 1 /2.1 -s;.r.K,e.-/ C:R.--Ar, License#: /4e 59,b-2>Z Address: 35‘45-toes/c/wei .7;,--• ;/ h City: /- -Ie 2 t e-eCol> ractor„z State: Zip: 553 7LPhone: 95-2- 0/9%-74/fe Contact: A74;t"+ Email: L��. 07 ieeafkz' r23,44 EVIVOf —New - Replacement Repair —Rebuild _Modify Space _Work in R.O.W. ZDescription of work: ���. -¢-C — QQloc g:4-I---- 57'44-k b.- -----4.---/ `A.‘cPe-c--I , --.° r°, RESIDENTIAL ` �^'�`"� � P 1 b r+� - - Water Heater Water Softener emit, ,y Lawn Irrigation( RPZ/i PVB) Septic System Add Plumbing Fixtures( Main/T Lower Level) _New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround*(includes State Surcharge) "Water Turnaround(add$280.00 if a 3/4”meter is required) 6 $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goi herstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. x /ct/7`y .Sc/tit x .../.1.0,-07,---, �r ' Applicant's Printed Name Applicant's Signature FOR� , R ,414.4004. :00I � tfr Rough-In . T s _ as # Finalz MeterRl to , t Meter Std z . w odead: _ ff:_ PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA170470 Date Issued:07/06/2021 Permit Category:ePermit Site Address: 4246 Dunrovin Lane Lot:015 Block: 005 Addition: Wilderness Run 6th PID:10-84355-05-150 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Canon E & Christine Christianson 4246 Dunrovin Ln Saint Paul MN 55123--172 Pronto Heating & Air Conditioning 7415 Cahill Rd Edina MN 55439 (952) 835-7777 Applicant/Permitee: Signature Issued By: Signature