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1929 Safari Trr. - -j BUILDING PERMIT CITY OF EAGAN 3830 PHot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ` PHONE: 454-8100 1171'+ SP DWG/GAI2 Est. Value $154000 Site Address 1929 SAFARI TRAIL Erect Lot 2.3 Block ' Sec/Sub. SAPARI ESTATESRemodel Parcel No. Repair Addition lu Name ')';` iG:?- #-1.0?Ir? Move = 12443 RIVER RIDGE BLVD Demolish Address Int.Impr. Q .O Z? U` ?- X F W Name a Address C W City Phone I hereby acknowledge that I have read this application and state thatthe information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee L '/l / = 1 r ??- A Building Permit is issued to: I ' D°S IGN -A- :I01•!L all work shall be done in accordance with all applicable State of Minnesc 1s 86 Occupancy Zoning Type of Const wn? No. Stories Length Depth Sq. Ft 4-0 Assessment Permit 565.50 Water & Sew. Surcharge 76.50 Police Plan Review 232.75 Fire SAC 5 7 5. U 0 Eng. Water Conn. 500 . U U Planner Water Meter 63.50 Council Road Unit 290.00 Bldg-Off. 4/14/81 1 Tr. PI. 156.00 APC Parks Var. Date Copies 25 $2 509 . , Total on the express condition that an Ordinances. Building PWMN No. I _ hermit Holder I Date I ret.pnone # I Date 1lbg. Hty. Final Oee. PERMIT # z' MECHANICAL PERMIT RECEIPT # 3 CITY OF EAGAN C l 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: (- CONTRACT PRICE: PHONE: 454-8100 Site Add"sa 1929 Safar i Arai i TYPE WORK DESCRIPTION BLDG Lot Block ?- Sec/Sub _ . ti- G. ? 'R N _ es ew D Name - Mult Add-on ? 4030 linaii D Address IRlie. Dr- C ' omm. Repair c City Eagan ?-_77:' Phone •15 O ther Name DLSIGd-A-IiOMl FEES CD Address 12443 River Ride l:.i vL?. RES. HVAC 0-100 M BTU -$24.00 33 City isurnsville Phone W44 -4100 ADDITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 ADDITIONAL 6 M BTU - 6.00 TYPE OF WORK GAS OUTLETS - 1.50 EA Forced Air 120,00 )M BTU 24.00 COMM/IND FEE - 1% OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE . 20.00 Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC IF PERMIT PRICE GOES Vent CFM BEYOND $1,000.00) Gas Piping Outlets # Other FEE: 24.00 S/C: % SIGNATURE OF PERMITTEE 2.1.50 ' TOTAL FOR CITY OF EAGAN CITY PERMIT PERMIT # 3 ?oZ RECEIPT # DATE 1 3830 PILOT KNOB ROAD, EAGAN, MN 55121 Site Add i. Lot Block Name co Address U City, a? c 3 O Name - Address City - Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE MINIMUM - RESIDENTIAL FEE _$10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) SIGNATURE OF FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. k New Mult Add-on Comm. Repair Other NQ. FIXTURES TOTAL -2 Water Closet - $3.00 Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 ?- Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 TFloor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 / Gas Piping Outlets - $1.50 Softener - $5.00 }? Well - $10.00 / , Private Disp. - $10.00 -Rough Openings - $1.50 FEE STATE SIC: GRAND TOTAL INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: > t? ?• `Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: 1.: 1 . 1; . , . Permit Holder Date Telephone # SEWER/ WATER PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN Remarks Addition SAFARI ESTATES Lot 23 Blk 2 Parcel #10 65850 230 02 Owner % " f- '°''f! Street 1929 Safari Trail state rSJ? ")L- 1 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, ( I 1982 1037.54 103.7b STREET RESTOR. C f 1982 1546.63 GRADING (p g? 1982' 603.03 bU.3U lu SAN SEW TRUNK Z 1982 451.64 90-33 # SEWER LATERAL 3 1982 7197.20 1439-44 WATERMAIN WATER LATERAL 1 WATER AREA (r- )l 1982 451.64 90.33 5 • Services 1982 STORM SEW TRK ?] 3 1982 866.91 1T3-38 e STORM SEW LAT 1982 5 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK ITY OF EAGAN SEWER SERVICE PERMIT Pilot Knob Road `- 562 PERMIT NO.: ?-3fl_S6 P. O. Box 21199 DATE: Eagan, MN 55121 1 pl No. of Units: Zoning: Owner. - SmAddresss. 1929 afarl Trail LY_'. B, >a' Plumber: "Out t,towa pluck lr , 14c? . U4pd 5147f ,TC :zn.,,? _ 1 aoree to a- Iif war the Cky of Hagan Connection Charge: Account Deposit: napri_ Pemsit Fee: Surclump: r Misc. Charges By Toros: Doh of Insp.: Dab Paid: Insp.: CITY OF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road PENT NO.: P. 0. Box 21199 - c ` MN 55121 DATE: Eagan. No. of Units: Zoning- Owner Address. L r _ Site Addreu I t ^=riT 7 j n 7 PtVfnber Connection Charge: Meter No.: Account Deposit: Size: Permit Fee: Reader No.: 1 n/ns to emspil war dw Cal of ENen Sundsosge: 1 ., •, Misc. Chorgev Onfiwan Total: Dote Paid: By Insp.: Dote of In$P.: ITY OF EAGAN P;?ot Knob Road . O. Box 21199 agan, MN 55121 Zoning: r. _?- Addross: .Site Address: -- plumber. - Meter No.:? Reodar 1 mores to amply war Ordlwaer. By of I rssp.: 7 WATER SERVICE PERMIT PERMIT NO.: _ r DATE: _ No. of Units: - j-() I) `,?rd 1: L. LL 3. J MISC. Charges: . ` -, ` •? c' m c_Ly Total. Dote Paid: Insp.: 4?#? This request void S 3 0 -Gl /1 from BC 118853 L 3,,g;1, mon (G3iSS Requgr)ate; Fire No. peyuired?Inspection ?Ready Now Will Nutiiv Inspec- ]yes ?No for When Ready '(Licensed Electrical Contractor I hereby request inspection of above ? Owner electrical work installed at: Street Address, Box or Route No. City 1 2 SAFARI TRAIL EAGAN ection o. Township Name or No. Range No. County DAKOTA Occupant IPRINTI Phone No. LANDSITE DEVELOPMENT Power Supplier DAKATO ELECT. Address FARMINGTON Electrical Contractor (Company Name) Contractor's License No. C&M ELECTRIC 4A-042214 Mailing Ad as ICo nt,acto, or Owner Making Installation) .0. BOX 328, LAKEVILL , MN. 55044 Auth ized igna tore (Contractpr/Owne in nstal ion) Phone Number 1 469-3233 v / ? THIS INSPECTION REQUEST WILL NOT MINNE;OFA STATE BOARD OF ELECTRICITY Origg9 ldway Bldg. - Room N-191 (V' BE ACCEPTED BY THE STATE BOARD 1821 versity Ave.. St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Pk....e NH 21 297_2111 i ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION EB-00001-04 3v -yc? 1 Sae instructions for completing this form on back of yellow copy. Q 8 8 5 3 x- BRlow Work Covered by This Request 6 Add neo. Tvoe of Buildino Appliances Wired Equipment Wired I I I I Duolex 1 I Water Heater 1 I Lighfinu Fixtures I Furnace oner N Fee Service Entrance Size If Fee Feeders/Subteeders s Fee Circuits 1 15.0 0 to 200 Amps 0 to 30 AMPS 2 . 0 to 30 Ant Above 200 Amps 31 to 100 Amps 31 to 100 Am Swimming Pool Above 100_Amps Above 100-Amps Transformers Irrigation Booms Partial-"Other Fee Is*S (Special Inspection ?S Remarks 67.5 TOT EE y,th Electrical Inspe y certify that the above inspection has been Gq?L°( 2005 RESIDENTIAL BUILDING PERMrf APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 pn- zs New Construction Requirements Remodel/Repair Requirements Office Use only 3 registered site surveys showing sq. ft, of lot, sq. ft of house; and all roofed areas 2 copies of plan Cad of Survey Recd _Y _N (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Preis Plan Recd _Y _N, 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required _Y _N 1 set of Energy Calculations Addition - indicate if on-site septic system on-site Septic System _Y _N 3 copies of Tree Preservation Plan if lot platted after 7/1/93 Rim Joist Detail options selection sheet (buildings with 3 or less units) Date _?/ / U? Construction Cost :5-() 0 p Site Address / 9 Sq 6 , s r Unit/Ste # Description of Work IT T P T7 I !a(?W/ dl f U/A I °? (4 C j U r'0 17 Multi-Family Bldg - Y N Fireplace(s) - 0 - 1 _ 2 // Property Owner fNIQY'I1 z O6oSdb1 Telephone#((j5--/) Contractor Coropt'S-f oa a (00s7` r RF Address 11fl; N (()06,Ok-Z7J City SSP State ?Vl tA Zip s? 7 Telephone # (US 1 ) `30e) -- ,- ---? C &5--77.5-l/7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone # ( Teli Telr I hereby apply for a Residential Building Permit and acknowledge that ete and accurate; that the work will be in conformance with the ordinances and codes o the City of Eagan and the State of MN Statutes; 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. hone;#(r; 1U'11 2 I, l'J is 'phorr?el#( ? ? ' info a del ? 0uass' Applicant's Printed Name cant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screentgazebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N W 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement G' al w ? 30 AccessoryBldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg) - Give PCA handout to applicant Occupancy 3 MCES System Zoning-1 City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Valuation Census Code SAC Units # of Units # of Bldgs Type of Const V Width REQUIRED INSPECTIONS _ Final/C.O. Yj Final/No C.O. 't_ Plumbing _ HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco - Stone - Brick Windows Retaining Wall Footings (new bldg) Footings (deck) _ Footings (addition) Foundation _ Drain Tile Roof _ Ice & Water _ Final Framing Fireplace - R.I. -Air Test -Final Insulation Approved By: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Building Inspector SSE piwel j 0 1 E:-n n ee?+ ?j FAX 1 + Le Pas Design, Ltd. Phone: (9S2) 985-0918 Fax: (952) 985.0920 Email: lepas@frontiernet. net April 20, 2005 Allan and Cheryl Johnson 1929 Safari Trail Eagan, MN 55122 Re: Basement Wall Inspection At: 1929 Safari Trail; Eagan, MN To Whom It May Concern: StmcturaCEngineering Taking the 'Extra Steps" to a smwoth saifingyraject... Le Pas (pronounced: Le Pa) Fr. meaning "the stet' On April 19, 2005, 1 examined the basement walls of the above referenced residence. The following is a summary of the investigation, providing a brief description of the house, the existing conditions, and a summary with recommendations. Description of Residence The house is a 2 story with a full basement. The East wall of the basement between the fireplace foundation and the front (or South) wall is the problematic section. The wall is constructed of 12" concrete masonry units (CMU) in a running bond pattern. The interior length is about 22 feet, 5 inches long and contains 4- 32" wide windows. The top of the wall steps down 8" at about 9 feet from the fireplace foundation. A steel support beam (W1 0x30) bears on the 12" block at the step location. The bearing point is located 2 courses down from the top of the taller portion (or one course down from the top of the shorter portion). (See attached Sketch) An 8" inch thick block was used to in-fill between the beam and the closest window on the taller-wall side of the beam. Below each window is a half-high sill block. Three of the 4 windows have one course below the sill in a stack bond pattern. The two windows in the taller portion are 16" apart with 4 courses of stack bond block between them. Existing Conditions From the exterior it was evident that the top 8" infili-block between the beam and the window was cracked and slightly dislodged. There was also cracking around the beam bearing location. This was likely due to the beam preventing movement at the bearing location, while the surrounding wall area was being pushed in. The wood sill plate appeared to be in line with the top of the masonry, indicating that no slippage had occurred between the masonry and wood framing. The homeowners had created a small swale to divert runoff water away from the basement waif; however, the adjacent neighbor's lot was 3 or 4 feet higher and draining directly into the small Swale. On the interior it was evident that the walls were cracked and bowed inward from top to bottom. The 16" stack-bond, section of wall (between the two windows in the taller portion) was cracked horizontally between the 2' and 3rd course down from the top. There was also a horizontal crack between the 2nd and 3r0 course down from the top on the section between the last window and the southeast corner. The walls were also step-cracked down from a couple of the window corners indicating some horizontal bending. To measure the deflection in the wall a plumb-line was hung from the ceiling, extending to the floor in two locations. The 1" location was at the 16" section between the windows in the taller portion of the wall. The plumb-line was hung so that it was almost touching the block at the cracked horizontal mortar joint. The measurement at the top of the wall, to the plumb-line, was 1'/.". The measurement near the bottom was 7/8". The 21 plumb line was hung from the bottom of the beam at Y2" away from the block at the closest point, which was about one course y-i Le Pas Design, Ltd. Allan & Cheryl Johnson Page 2 Summary Letter below the beam bearing height. The measurement near the bottom was 'IA", indicating a deflection of 1'/4". Most of the cracks had been patched at some time in the past. There was also patching around the beam, which may have been from the original construction. The two noted horizontal cracks were patched at different times with something other than mortar. I did not notice any additional cracking that may have occurred after the patching. Summary Statement The cracking and shifting of the wall is due to the lateral pressure exerted by the soil.. Water saturated soil will exert a greater force on the wall than dry soil; therefore, diverting water away from the foundation is a step in the right direction. Additionally trapped water adjacent to the wall, which freezes, can shift the wall in small increments with each freeze/thaw cycle. From what I could see, the wall does not appear to be undergoing any additional movement since it has been patched. It is possible that the damage may have been due to a heavy rainfall event. To handle a heavier amount of runoff-water from the neighboring yard additional drainage could be created with the use of drain tile. Since the wall has deflected the margin of safety has been reduced and should be corrected. Plumb and aligned walls are always better structurally than cracked and deflected walls. Although aesthetically, a deflected wall may not look appealing, with reinforcement, it can still perform with an adequate margin of safety. To straighten the wall would require excavation on the exterior along with bracing and jacking on the interior. This wall should be reinforced more heavily in the areas between the window openings, and adjacent to each opening. I would also recommend that solid blocking be installed in the first two joist spaces, at each reinforcement location, to transfer the load from the top of the wall into the floor system. See the attached sketch. There are a number of ways to reinforce a masonry wall. Any of the following options would be workable solutions for this particular situation. 1) Install reinforcing bars inside the hollow unit cores and grout the cores solid with concrete 2) Use a fiber reinforced polymer tension strip on the inside face of the wall 3) Use a structural steel section against the inside face of the wall. The member would need to be embedded in the slab and attached to the main floor system. In my opinion, the fiber reinforced polymer tension strip would work well for this situation. It would not be as destructive as saw cutting to install reinforcing bars or as obtrusive as structural-steel, column-type members against the interior of the wall. Fiber reinforced polymer strips are a newer type of technology, therefore, I am including some information on it. if you should have any additional questions or concerns, please feel free to call. Respectfully submitted, Al- inda L. Bakken, P.E. uCENS=D ' President, Structural Engineer MIG EEFAL 1 ' Eric: •S1.0 - Field bulletin; %(P. 42681 -Information on Composite Systems; C> •2 page Index of Photos and Phote CD '411 FpgIW01'%% r' V-8" I 2'-8" 22'-S" 2'-8" 2'_8" I 2'_8" r 8"x8" INFILL / BLOCK 9_0" NORTH PLAN VIEW 1/4" = 1'-0" PLUMB-LINE #1 1 1/4" i r TOUOIING L ?- FIREPLACE / FOUNDATION%' i ;o 1 1 1 3'-4" 2'-8" 2,_9" 12" CMU WALL TYP IZI :=177# I' I ADD SOLID BLOCKING ( IN 2 JOIST SPACES AT I I WALL REINF LOC 'S TYP II I I FLOOR JOIST SPAN II II I II I.1 I W10x30 I I STEEL BEAM II 8"x 8" INFILL W 10x30 STEEL BEAM INDICATES CRACKS l I ? 1/2 A ? tV I I ? r _ tp I ? INTERIOR ELEVATION 1 /4" = 1'-0" PLUMB-LINE #2 Le Pas Design, Ltd, Qu mer •AIIan 8, CherylJohnson do Path 0 L 8" Ph: 651-452-1340 fLakke,V %MN ,f1111 ,e 55044 PROJECT TITLE: Basement Wall Inspection PH: (952)985-0918 1929 Safari Trail fat: (952) 985-0920 Eagan, MN 12" CMU WALL TY k3405 SLe Pas Arch. )oe #: XXXX t 9529850920 •06/07/2005 16:50 9529850920 Le Pas Design, Ltd. 20880 Laredo Path Lakeville, MN 55044 Fax Cover Sheet Phone: (952) 985-0918 Fax: (952) 985-0920 TM Tom Maklya From. Lynn Bakken ram 651-675-5694 Peoes: 2 - Includinq Cover Sheet Company: City of Eagan - Building Insp. Oatw 6/07/05 Re: Cheryl Johnson - Basement Wail Reinforcement & Connection to Floor Enclosed is: • 1 page - Letter City of Eagan - Attn: Tom Miklya, Building Inspector Tom, I did make it out for an inspection. Enclosed is the corresponding report. There were only a couple things which needed to be finished up. As of this afternoon, I believe they got the connection installed and only needed to get the plywood. I talked to the person installing everything and explained that the plywood was to transfer the load across the notched blocking. I also gave him the required nailing pattern. Hopefully, this will summarize everything. If you do have any additional questions please feel free to call. Thanks, Lynn LE PAS PAGE 01 7akbW the 'xtra step:- Email: lepasaWrontiemet net 06/0i-[2005 16:50 9529850920 LE PAS PAGE 02 Le Pas Design, Ltd. Phone: (952) 985-0918 Fax: (952) 985-0920 Email: lepas@*ontiemet. n et Structurat'Engineernvg 'Yakbw the "Txlra Steps" to a smooth safrtwyroject... Le Pas (pronounced: Le Pa) Fr, meaning "the steel' June 7, 2005 City of Eagan Building Inspections 3830 Pilot Knob Road Eagan, MN 55122 Attention: Tom Miklya Re: Cheryl & Allan Johnson - Basement Wall Repair At, 1929 Safari Trail; Eagan, MN To Whom It May Concern_ On Tuesday, June 7, 2005, 1 inspected the above referenced project for compliance with the structural design intent. From my visual inspection connections & bolts were installed with the correct connectors and the proper edge distances. Cores appeared to be filled properly to the bottom of the wall. There were, however, two items which need to be addressed: 1) Install an additional connection & blocking, similar to the other connections, between the 2 windows spaced 16" apart. The location has been marked on the block wall with a blue marker. It should fit between the two PVC pipes exiting the wall at that location. 2) Add %" plywood (approximately 2'-0"x3'-0") to the bottom of the joist/blocking, where the blocking was notched to fit around a copper pipe (as marked on the blocking with a black marker). Nail the plywood to each piece of blocking with 3- 1 Od nails and along the joist with 12- 1 Od nails (or approximately 3" o.c. along the joist). It should also be noted that the exterior grading should drop a minimum of 6 inches within 10 feet from the outside wall, as recommended by the International Residential Code (11401.3). If there are any additional questions or concerns please feel free to call. Respectfully submitted, J Linda L. Bakken, P.E. " President, Structural Engineer LICENSED q = f PROFESSIONAL cc. Joel Hauer - Cornerstone Construction E ENGINEER r :0i i Cheryl & Allen Johnson - Homeowner s 42681 IW MI 20880 Laredo Path • Lakeville, MN 55044 9529850920 -06/0 /20051 08:02 9529850920 - LE PAS PAGE 01 Le Pas Design, Ltd. 20880 Laredo Path Lakeville, MN 55044 Fax Cover Sheet Phone: (952) 985-0918 Fax: (952) 985-0920 TO. Tom Maklya From, Lynn Bakken Fa-e 651-675-5694 Pages: 3 - Including Cover Sheet Company- City of Eagan - Building Insp. -Irks: 6/03105 RM Cheryl Johnson - Basement Wall Reinforcement & Connection to Floor Enclosed is: • 1 page - Letter City of Eagan - Attn: Tom Miklya, Building Inspector • 1 page - Revised Drawing S1.2 - Revision Date 6.02-05 Tom, Here is the revised detail. 1 also wrote a letter to address the bar locations and highlight the changes. If you need me to run out there to take a look at anything just let me know; or if you have any questions please feel free to give a call. Thanks, Lynn ?akiag tru'Wxtm Steps" Email! lepasO froatiernet. net 064005 08:02 9529850920 LE PAS PAGE 02 Le Pas Design, Ltd. Phone: (952) 985.0918 Fax: (952) 985.0920 Email: lepascmfrontlernet net June 2, 2005 City of Eagan Building Inspections 3830 Pilot Knob Road Eagan, MN 55122 Attention: Tom Miklya Le Pas (pronounced: Le Pa) Fr, meaning "the step" Re: Cheryl & Allan Johnson - Basement Wall Repair At: 1929 Safari Trail; Eagan, MN To Whom It May Concern: As per phone conversations with Tom Miklya, Inspector for the City of Eagan, Joel Hauer contractor with Cornerstone Construction and Cheryl Johnson, Homeowner, I have revised detail sheet 51.2 to reflect field conditions. Since the sill plate at the top of the wall is a 2x6, the original anchor bolt detail will not provide the lateral load capacity required. The detail has been revised to use a USP - SFJA Foundation Anchor- It should be noted that No SgftWtutions Are Permitted since the lateral load capacity came from LISP and the connector is not technically being used in the way it was intended. Since there was some concern with regard to placement of the #4 bars, the following is provided to clarify the design intent: • From a height at: approximately 1/3-of-the-wall-height up from the slab, through mid- height and through the height-of-the-horizontal-cracks, the bars should be located somewhere between the centerline of the wall and the inside (of the house) face of the wall (e.g. within the 6 inch space shown on the detail) and as per code requirements W away from the inside of the block core. • Reinforcement in the cores near the beam bearing section is not required if the cores were already solid. if there are any additional questions or concerns please feel free to call. Respectfully submitted, IaA?? Linda I. Bakken, P.E. President, Structural Engineer cc. Joel Hauer - Cornerstone Construction Cheryl & Allen Johnson - Homeowner Enc. - Drawing 51.2 - Revised 06-02-05 Structurarrngrneering Taking tfe 'Extra Steps- to a smaotfc sa€Cutg project... if LICENSED ` PROFESSIONALI ENGINEER 42681 1A?Q`' ?tP* f ,40F M10 20880 Laredo Path • Lakeville, MN 55044 06/02005 08:02 9529850920 ? I ADD SOLID BLOCKING IN MIN. OF 2 JOIST SPACES AT REINFORCEMENT LOC'S AS SHOWN ON PLAN EXISTING 2x10 - FLOOR JOIST 16" O.C. FILL CORE SOLID w/ -r 3000 psi GROUT AT BAR & ANCHOR BOLT LOCATIONS EXISTING 12" UNREINFORCED CMU WALL DETAIL 1. INSTALL 04 REINF. BAR DOWN TO FTG IN 2 CORES ADJACENT EA. WIN. OPNG. HOLD BAR TO INTERIOR HALF OF 12" CMU WALL FILL CORE SOLID w/ 3000 psi GROUT AT BAR LOCATIONS EXISTING CONC. SLAB -7 EXISTING CONC. LE PAS V PAGE 03 ANCHOR w/2- 518"m BOLTS THRU INSTALL USP- SFJA FOUNDATION BLOCKING AND ANCHOR INTO CMU WALL AS SHOWN INSTALL 518"e x 6" ANCHOR BOLT tHRU USP- SFJA ANCHOR (4" MIN EMBEDMENT INTO CMU) INSTALL #4 RERJF. BAR AS SHOWN ON ELEVATION HOLD BAR TO INTERIOR HALF OF 12" CMU WALL I?fD1fE1GHT & AT SCALE; 12" 6" UNREINFORCED BAR CMU WALL LOC . ii MATERIAL DESIGN STRENGTHS A Reinforcement Steel 1, rF4 & Larger Deformed Bars Fy = 60 ksi ft- Masonry 1. Concrete Masonry fm = 1500 psi 2. Grout fc = 3000 psi C. Sob BackFlll Material 1. Sand-sih clay mix - 5M-SC 2. Design Lateral Soil Load peq = 45 psf/h depth (as per IBC 2000 -Table !610.1) D. LISP SFJA Foundation Anchor (No Substhutior . T. Perpendicular Load F2 - 560 Ibs DETAIL SCALE : 1" =1'-0" report was prepared by CERTIFICATION I hereby certify that this plan, specification, or me or under my direct supervision and that I am a duly Licensed Professional Fnglneer under the laws E REVISION - 1 06-02-05 -Allan &CheMJohrtson 05-26-05 CLake-vi20880 Laredo Path Ph: 651-452-1340 S1" F I E L D B U L L E T I N Le Pas Design, Ltd. Home Owner DATE lle, MN SSOM ??? ? SHEET 2 OF 2 Basement Wall Reinforcement 1929 Safari Trail le pas project at; 3405 PH: (952)985-0918 fax: (952) 985-0920 Eagan, MN Art1t. Jos R XXXX r 9529850920 06/02/2005 13:53 9529850920 LE PAS PAGE 01 Le Pas Desiqn, Ltd. 20880 Laredo Path Lakeville, MN 55044 7aEfxg [fit "Extra. Steps" Fax Cover Sheet Phone: (952) 9850918 Fax: (952) 985-0920 To, Tom Maklya Fnwn. Lynn Bakken rata 651-675.5694 Paps: 2 - Including Cover Sheet Coatpaayr. City of Eagan - Building Insp. Data: 6/02/05 ft. Cheryl Johnson - Basement Wall Connection to Floor Enclosed is: • 1 pages - USP Connector - SFJA Foundation Anchor (alternate to using anchor bolts into sill plate) Tom, As per our conversation - here is the page out of the USP Catalog showing the SFJA Foundation Anchor. I will revise my detail and get that to you by tomorrow morning. If you have any other questions please feel free to give a call at the phone number above or my cell. Thanks, Lynn Emal l: lepasWronuemet. net *6/02/2005 13:53 9529850920 LE PAS 'F Foundation Anchors - FA & ST series continued leis" Embooerd time ' provide gulde far matching to edgc t'.. /D?.. or form bard ? ? Y rl M1? f j . I 1 r?l! SsrA' ?:- Alternate FA3 \ installation POP FA3 Typical FA3 installation to mudsill and stud go , F2 F2 PAGE 02 F Upllf6 , WO. Typical FA3 installation in concrete I Fastener Schedulod thn Mac Allara6le Loedi Loo r L ? Im Steel MuOSm Mudelll. . Embeds Spacing° f?l' Stack N0. Rot No. Gauge - Top $Ids (k) (Feel) 133%1 11011161 133% 160% 133% 160% 183% =% 2x4-6 ST1 MA816 16 so x 1.1R 4 Bd x 1.112 S-Irr 's•l rt 565 05 670 7-46 M 746 826 625 2x4-6 ST2 MA823 18 s Sd x 1-112 4 ad x 1-112 16.1rr •5-0 M 666 676 745 676 745 625 626 2x4-6`1;' ?FAt' c:'- '-- 16 4 6dx1-102 d Sdx1.112 B.Irr i15-In ISO .796 `bB6 565' 585" .665 ?78t-'' -1785 2x4.6' r'-- FAV..'sV: - 18 4 6dx 1-112 4 Sot 1.12 16.1? •S112 790 no 666 .565' .:585.: ':665 469- •765'' 2x4.6-6 FA3 kW ss d 100x f-12 100X 1.1/2 4' 6.12 - flt0 840 705 705 78S 7611 1fY 1156 up 1) A6pwp61e bads hero been lnUOSW 311r3%a00% lot wind a aahMC bride: m funhorimmo6e shell be Permitted, 2)10d x 1.112 mh m g gsuge (0.148-dlenete4 by l-tr,r ". • Gda1412mdaamll gaups (0.131'Gamssr)by 1.1lr bM. 3) Aodbr sscoft NO design beds assume busied Douglas Fie-Larch with Fc pem6Mkular 626 pd; raplam atta prescribed tlr anchor bolt wMh standard wader, spaced a R an center. 4111 Installed In the planale mrdh Pinar. the S71 and FA7 shall be embedded IVend ST2 ers FA219-. sm- %Vbm a 2 18 moose b used far FA7, FA2, $T1 or ST2, m&dmum sparing Is 3 teal Wass attenuate installation 16 used. ® Now products a updated product Information am dosr9molod in no. 119 Foundation Anchors - 4 0 SFA Mudsill anchors for retrofit applications. Features a slotted bend line for easy field adjustment when foundation walls are slanted. SFJA -'lies floor joists directly to foundations with bolt fastening. 1 ® Materials: 12 gauge t' Finish: G90 galvanizing;, ; ® Wnlsinstallatian: - • use aII a f" d f FA3 Form board installaon. : IuplNp sp cl le asteners. See General Notes, Typical SFJA - page 14. 0 p • A design professional must specify anchor bolt type, installation length, and embedment. Anchor bolts are laterally © loaded. ® • 'Allowable loads assume a minimum concrete t? compressive strength of 2,000 psi. re a 1 ¢''< rb 1d r " ? Schedule + Albweble ads ILM1p` t Anch Framing Ft. '.,. bert abet No.. & Bo Ita0c2 133% 166% 133% 160% J SFJA 1 516 WAS FAS 12 12 IN x 1.12 675 675 $FAB V2 10d x 1-1a B75 6T5 11 Allan bads have bom Inmeesad 8 IMor 60% to wind a seltdc bade: mNaha Inmese Shag be Dermtled. FI ? Typical SFA installation.: s; i- _ 100 ? .. Le Pas Design, Ltd. Phone: (952) 985-0918 Fax: (952) 985-0920 Email: I epas@fronti ernet. net April 20, 2005 Allan and Cheryl Johnson 1929 Safari Trail Eagan, MN 55122 Re: Basement Wall Inspection At: 1929 Safari Trail; Eagan, MN To Whom It May Concern: Structural T?Wh Bering Taking the "Extra Steps" to a smooth saiCrng project... Le Pas (pronounced: Le Pa) Fr. meaning "the stet' On April 19, 2005, 1 examined the basement walls of the above referenced residence. The following is a summary of the investigation, providing a brief description of the house, the existing conditions, and a summary with recommendations. Description of Residence The house is a 2 story with a full basement. The East wall of the basement between the fireplace foundation and the front (or South) wall is the problematic section. The wall is constructed of 12" concrete masonry units (CMU) in a running bond pattern. The interior length is about 22 feet, 5 inches long and contains 4- 32" wide windows. The top of the wall steps down 8" at about 9 feet from the fireplace foundation. A steel support beam (WI 0x30) bears on the 12" block at the step location. The bearing point is located 2 courses down from the top of the taller portion (or one course down from the top of the shorter portion). (See attached Sketch) An 8" inch thick block was used to in-fill between the beam and the closest window on the taller-wall side of the beam. Below each window is a half-high sill block. Three of the 4 windows have one course below the sill in a stack bond pattern. The two windows in the taller portion are 16" apart with 4 courses of stack bond block between them. Existing Conditions From the exterior it was evident that the top 8" infill-block between the beam and the window was cracked and slightly dislodged. There was also cracking around the beam bearing location. This was likely due to the beam preventing movement at the bearing location, while the surrounding wall area was being pushed in. The wood sill plate appeared to be in line with the top of the masonry, indicating that no slippage had occurred between the masonry and wood framing. The homeowners had created a small swale to divert runoff water away from the basement wall; however, the adjacent neighbor's lot was 3 or 4 feet higher and draining directly into the small swale. On the interior it was evident that the walls were cracked and bowed inward from top to bottom. The 16" stack-bond, section of wall (between the two windows in the taller portion) was cracked horizontally between the 21 and 3 d course down from the top. There was also a horizontal crack between the 21 and 3 ° course down from the top on the section between the last window and the southeast corner. The walls were also step-cracked down from a couple of the window corners indicating some horizontal bending. To measure the deflection in the wall a plumb-line was hung from the ceiling, extending to the floor in two locations. The 151 location was at the 16" section between the windows in the taller portion of the wall. The plumb-line was hung so that it was almost touching the block at the cracked horizontal mortar joint. The measurement at the top of the wall, to the plumb-line, was I%". The measurement near the bottom was 7/8". The 2n° plumb line was hung from the bottom of the beam at W away from the block at the closest point, which was.about one course Le Pas Design, Ltd. Allan & Cheryl Johnson Page 2 Summary Letter below the beam bearing height. The measurement near the bottom was 1'A", indicating a deflection of I%". Most of the cracks had been patched at some time in the past. There was also patching around the beam, which may have been from the original construction. The two noted horizontal cracks were patched at different times with something other than mortar. I did not notice any additional cracking that may have occurred after the patching. Summary Statement The cracking and shifting of the wall is due to the lateral pressure exerted by the soil. Water saturated soil will exert a greater force on the wall than dry soil; therefore, diverting water away from the foundation is a step in the right direction. Additionally trapped water adjacent to the wall, which freezes, can shift the wall in small increments with each freeze/thaw cycle. From what I could see, the wall does not appear to be undergoing any additional movement since it has been patched. It is possible that the damage may have been due to a heavy rainfall event. To handle a heavier amount of runoff-water from the neighboring yard additional drainage could be created with the use of drain tile. Since the wall has deflected the margin of safety has been reduced and should be corrected. Plumb and aligned walls are always better structurally than cracked and deflected walls. Although aesthetically, a deflected wall may not look appealing, with reinforcement, it can still perform with an adequate margin of safety. To straighten the wall would require excavation on the exterior along with bracing and jacking on the interior. This wall should be reinforced more heavily in the areas between the window openings, and adjacent to each opening. I would also recommend that solid blocking be installed in the first two joist spaces, at each reinforcement location, to transfer the load from the top of the wall into the floor system. See the attached sketch. There are a number of ways to reinforce a masonry wall. Any of the following options would be workable solutions for this particular situation. 1) Install reinforcing bars inside the hollow unit cores and grout the cores solid with concrete 2) Use a fiber reinforced polymer tension strip on the inside face of the wall 3) Use a structural steel section against the inside face of the wall. The member would need to be embedded in the slab and attached to the main floor system. In my opinion, the fiber reinforced polymer tension strip would work well for this situation. It would not be as destructive as saw cutting to install reinforcing bars or as obtrusive as structural-steel, column-type members against the interior of the wall. Fiber reinforced polymer strips are a newer type of technology, therefore, I am including some information on it. If you should have any additional questions or concerns, please feel free to call. Respectfully submitted, Linda L. Bakken, P.E. LICCWS`eD % PROFESSIONAL President, Structural Engineer = f?GlWEER - Enc: •S1.0 - Field bulletin; (P ' i -Information on Composite Systems; % 9 -. O ? 2 page Index of Photos and Phote CD '?,OF MIN?? Jf 22'-5" 1'-8" 2'_8" 1'-4" 2 -8" 2'-8" J2'-8" 3'-4" 2'-8" 2'-9" 8"x8" INFILL 12" CMU BLOCK' WALL TYP I' I ADD SOLID BLOCKING I I IN 2 JOIST SPACES AT I I WALL REINF LOC 'S TYP II I I FLOOR JOIST SPAN 9'-0" I I I II II I.I I I I W10x30 NORTH PLAN VIEW STEEL BEAM 1/4" = 1 •-0'• I I i ,. i ;- /i7 FIREPLACE FOUNDATION/ f ?0 i 8"x 8" INFILL PLUMB-LINE #1 1/q• ?? S INDICATES EL BEAM CRACKS 1/2? i -- - - 'I- n N .f_? ?_-L-F I_ 12" CMU 7/8°_ r 7 3/4° I WALL TY INTERIOR ELEVATION 1/4" = 1'-0" PLUMB-LINE #2 L r I E L D B .Q L L E T I N? sign, Ltd. ner an & Cheryl Johnson DATE 04.20-05 FCL_V Path le, 55044 : 651-452-1340 [ ?^ 1 v ® J I PROJECT TITLE: SHEET 1 OF 1 ?= (952) 985-0918 ement Wall Inspection 1929 Safari Trail Le Pas project #: 340$ Fax: (952) 985-0920 Eagan, MN Arch. Jos #: XXXX 5 08:07 9529850920 LE PAS PAGE 02 1'-8" 2'-8" 1'4" 2''8" 2'-8" 2'-8" 3'-4" 2'-8" 2'-9" 8"x8" INFILL 12" CMU r BLOCK WALL TYP z' a" A FIREPLACE 1 I ' I ADD SOLID BLOCKING FOUNDATION 1 _ I I IN 2 JOIST SPACES AT I I WALL REINF. LOC.'S TYP I I FLOOR JOIST SPAN s 9'-0" Ii li I - r' I NORTH ® PLAN VIEW I I STEEL BEAM Z INSTALL #4 REINF, BAR I 1 DOWN TO FTG IN 2 CORES Roy R" wrn.l_ ADJACENT EA. WIN OPNG & MAx. 16' ox. SPACING FIREPLACE. / EO G7 ..- . ....- N W10x30 16" STEEL BEAM MAx INDICATES O.C. CRACKS nr INTERIOR ELEVATION 2 12" CMU 1 WALL TYP CERTIFICATION _F I E L D B U L L E T I N I hereby certify that this plan, specification, w report was Prepared by Le Pis Design, Ltd. Home Owner DATE r a is on amna p e` h ll l 05-26-05 l su I a m a m • A nson an & Chery Jo duly. Licensed Professional Engineer under the laws toeeo Laredo path • Ph: 651-452-1340 S1 1 pf the Stnte of nnesota. L akevllle, MN 55044 • . - PROJECT TITLE: SHEET I OF 2 Linda LcVt akken, P. -E Basement Wall Reinforcement pqt pro1?# 3405 Llcense a 42601 1929 Safari Trail Oa- rwc: (952) 985-0920 Eagan, MN Arch. JOB S' XXXX JF 005 08:07 9529850920 LE PAS ADD SOLID BLOCKING IN MIN. OF 2 JOIST SPACES AT REINFORCEMENT LOC'S AS SHOWN ON PLAN EXISTING 2x10 FLOOR JOIST = - 16" O.C. I =T-. FILL CORE SOLID w/ :C'?4' 3000 psi GROUT AT BAR & ANCHOR BOLT LOCATIONS JI - - -, 'q. EXISTING 12" M?. UNREINFORCED CMU WALL DETAIL ?- f PAGE 03 VERIFY OR PROVIDE CONNECTION BTWN RIM JOIST & SILL PLATE INSTALL (2) 112"M ANCHOR BOLTS INTO SILL PLATE AT EA. REINF. BAR LOC. INSTALL #4 REINF. BAR AS SHOWN ON ELEVATION HOLD BAR TO INTERIOR HALF OF 12" CMU WALL SCALE : 1 r' =1'-0" INSTALL #4 REINF- BAR DOWN TO FTG IN 2 CORES ADJACENT EA. WRY. OPNG. HOLD BAR TO INTERIOR HALF OF 12" CMU WALL FILL CORE SOLID W/ 3000 psi GROUT AT BAR LOCATIONS EXISTING CONC. SLAB--7 EXISTING CONC. FTG DETAIL 6" BAR LOC R ..... R .; X . .. - n EXISTING 12" UNREINFORCED CMU WALL MATERIAL DESIGN STRENGTHS A. Reinforcement Steel 1. *4 & Larger Deformed Bars Fy = 60 ksl B. Masonry 1. Concrete Masonry Fm - 1300 psi 2. Grout fc = 3000 psi C. Soil Backfill Material 1. Sand•sik clay mix • SM-SC 2. Design Lateral Soil Load peq - 45 psf/ft depth (as per IBC 2000 - Table 1610.1) SCALE : 1" =1'-0" CERTIFICATION I hereby certify that this plan, specifkation, or report was prepared by me or under my direct +PenlSbn and that I am My Licensed Professiona Englneer under the is fAbe State of Minnesota, Linda Love Bakken. P. E °s Date F I E L D B U L E T I N n, Ltd. Home Owner DATE All h & Ch l 05-26-OS an Jo ery nson FC2=0M do Path Ph- 651.452.1340 S N S50ae 1.2 pagFCTTM-E: SHEET 2 OF 2 Basement Wall Reinforcement Le Pas ProJect*.- 3405 PH 1429 Safari Trail : (952) 9854391 B Fa (952)985-0920 Eagan, MN Arch.,loe4: XXXX 68111 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements Remodel/Repair Requirements ........................ ($fficE-135'eAriN 3 registered site surveys showing sq. It. of lot, sq. ft, of house; and all roofed areas 2 copies of plan Cerf of Survey Recd >; Y {CN (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plgh Recd _ Y _ N 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Regmred l set of Energy Calculations Addition- indicate don-sire septic system On-srte SaptieS stem ._Y _N 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail options selection sheet (buildings with 3 or less units) Date -- / it / O 5-- Construction Cost 4 I B I LAO . 02 Site Address 1 Q ? nn ,q 0o q6_', : t. r a e ` Unit/Ste # ' D T Description of Work - , d? L 1 Multi-Family Bldg - Y N Fireplace(s) - 0 - 1 - APR 1 12005 li Property Owner ? 5 w ,ru 1 J r?V? y\ S?n? Telephone ? F{l Contractor -I t p t ,n 0 -j-, es ?e ss t c k R \s =v\c . ca : r. a ? r Address (oln '?? c? Y?s? a j 1 ,? .1 R t 2 oZoZ lQ city State Zip-? Telephone#(651) a-SS-?S??F r COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category I _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone #( Telephone #( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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. P (\ Y\ \ ? V \ Y C, Applicant's Printed Name r Applicant's Signature OFFICE USE ONLY Sub Types ? 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 (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor_ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Occupancy MCES System Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width - Footings (new bldg) - Footings (deck) - Footings (addition) _ Foundation _ Drain Tile Roof _ Ice& Water _ Final Framing Fireplace _ R.I. -Air Test -Final Insulation Approved By: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS Final/C.O. Final/No C.O. Plumbing _ HVAC Other Pool _ Figs _ Air/Gas Tests _ Final Siding _ Stucco _ Stone - Brick Windows Retaining Wall Building Inspector ?51 1 qz PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit I /S'1Sz Date,; 0,3 Site Address 1929I Ctt i 7f 2f! Unit# 11 Property Owner ?Ln I VIA 196bo Telephone # ( (5/) 52 - 1,340 Contractor 1 L? ?F7?/tiYVTiNPnj- Address 6r b'Il and P;,=tA / City "V4, f 1 c - State ?nl ZipOCD444 Telephone# (157- 953 -- g443 The Applicant is Owner Contractor Other Septic System _ New - Refurbished Submit 2 sets of plans and MPC license $ 100.00 Includes County fee. Additional consultant fees may apply. Alterations To Existing Dwelling Unit, Including _ Adding fixtures to lower levels or room additions, excluding water softener and water heater $ 50.00 _ Abandonment of septic system Ir1 _ Water turnaround (+ 5/8" meter if needed - $121.00) !If ?S - I 1 Other: I1, I M I JL I I ' f_ RPZ _ new installation _ repair _ reb @y $ 30.00 _ Lawn irrigation system Water softener - Water heater $ 15.00 f/ re lacement additi l p _ ona State Surcharge $ .50 Total I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; 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. Mehl-e- A.,A)21A . Applicant's Printed Name licant's Signature PERMIT # y% ?/ & I/ RECEIPT DATE: RE51DENTLAL PLUMING Maff Af9?11CA110N crrY OF EkeAN 3830 PILOT KNOB RD £A6A W, N..N 55128 651-881-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow preventer for irrigation system SITE ADDRESS: 010\0( SQ? Q (L1 -1'2?. OWNER NAME:: A?Qn ?OhY?S[jtJ TELEPHONE #: 6S I ' S-? - I34rl) Halt SC1? li n (AREA CODE) INSTALLER NAME: @rE(1 LAKts MQChMlCak TELEPHONE #: (Q 1,N-qD 39oS STREET ADDRESS: g3g9 4 Q'? ST u:) (AREA CODE) CITY: ht mErv STATE: Mn ZIP: 15(,069 Place a check mark next to the permit work type New residential dwelling unit under construction and not owner/occupied $ 90.00 C? Add-on, modification or alteration to existing dwelling unit, including: $ 50.00 • abandonment of septic system • new installation/repair/rebuild of RPZ • lawn irrigation system water turnaround N t f k a ure o wor : _ Septic System, new/refurbished - $ 225.00 • includes County 8 Consulting Inspector fees • requires MPC license State Surcharge $ .50 Total s- ?n II V _D I Reminder., Be sure to schedule inspections of alterations, i.e. water, a 4tgrWt)e I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicabl is the applicant's responsibility to notify the property owner that the City of Eagan assumes no I ability for any damages caused operational and maintenance activities to the facilities constructed under this permit w' m Qi -tpfrppe_rt Itt-pF gylsasemem SIGNATURE OF PERMITTEE etc. of Eagan ordinances. It s City Wring its normal Updated 1/01 CITY OF EAGAN N2 117 9 4 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 - PHONE: 454-8100 I L( BUILDING PERMIT Receipt If To be used for SF DWG/GAR Est. Value $154,000 Date APRIL 14 1986 Site Address 1929 SAFARI TRAIL Erect Occupancy R3 Lot 23 Block 2 Sec/Sub. SAFARI ESTATES Remodel ? Zoning R1 Parcel No Repair ? Type of Const Vn . Addition ? No. Stories 2 w Name DESIGN-A-HOME Move El Length 80 c Address 12443 RIVER RIDGE BLVD Demolish 11 ? Depth S F city BURNSVI4,t4 894-4100 Int Impr. Install ? t q. SAME Approvals Fees i $i ame Address ? City Phone ~ 5 F w Name Address a W o N City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicpble State of Minnesota Statutes and Ciry of Eagan Ordinances. Signature of Permittee 1 ?U1.= 1 ?C, A Building Permit is issued to: D SIGN-A-HOME all work shall be done in accordance with all applicable_Statg ggAinneso, Assessment Water & Sew. Police Fire Planner Council Bldg. Of Permit wu • JV Surcharge 76.50 Plan Review 282.75 SAC 575.00 Water Conn. 500-00 Water Meter 63.50 Road Unit 290.00 Tr. PI. 156.00 APC Parks Var. Date Copies 2, 509.25 Total on the express condition that Sta Fes an QbLotEaoan Ordinances. Building )/? -- 1986 BUILDING PERNIIT APPLICATION - CITY OF KAGAN NOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN -SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS ? . COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: ? w Valuation: Date: . Site Address 19 99 Sc kr; -Tr, I OFFICE USE ONLY Lot a3 Block _a Parcel/Sub 50c 6y? Fsit.?ec 0 p Owner Address City/Zip Code Phone (YXtiu.fyiJ - cU ?/ ? Contractor Address 1ay43 River dge 31v?. City/Zip Code b ?hs?t??2r 55337 Phone Arch./Engr. Address Erect Occupancy n 3 Remodel Zoning Repair Type of Const Addition # of Stories - Move Length 4D Demolish Depth Int.Impr. Sq Ft Install APPROVALS FEES Assessments Permit ,545 Water/Sewer _ Surcharge 7/, ?10 Police Plan Review ?xa Fire SAC S S• Engr Water Conn 5a ?J Planner Water Meter " Council Road Unit a jQ. -° B Off 's ldg Treatment Pl f5G APC Variance Parks y Copies TOTAL City/Zip Code Phone # iQOC ss ?y1:P/L ? -E ail NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. 8k. 34 35 FROM ENGINEERING COMPRNY, INC. 1000 EAST 1461A STREET, CONSULTING IHOINIIRS PLRHHIRS and LAND guavevORS BURNSVILLE, MINNE50TA 55337 PH 432-3000 CeT'ZZvZCCZ? Sip Ye(, eyQl I.1e scr?p?io7L • LOT Z3 , 8<oca a, SA.OAR1 ESTATES/ DLIKOT70 GOUNTY? /+1/NNESOTA T7 o? s r S/ \ \ vo sy. \ ` ? p0 S4 Z- OT 2-3 - 1, / ? C959 d) ?- ,r T Q h aRgGE 914 ? oA?•TEC e, a s5 ? ? ? 00 rv ti ?5n86, eA/NAC-E O'!/riL /TY EASE/ryENr ?L7?- 1? t_ /V 0,,F-7-74 56?d4G; / "' 3b -,Z) O (9 `.q??q s 30' F4aN7' .BU/L-D/NG f' ? 30?¢5,7? (yam ?,/ SETBACK [11V2 ` ?`?4J• ? OPNO'i^fS EX/ST/,VG ELEVAT/o,? yZ 7g? 'r>i ??ap ?JS (9,47.5) DE.YOTES' l9eOP05ED ELEVAT/ON 4Z ,r sq„e o 456 /NO/GATES C-beECTiaN OF qki 9 6 suRFAGE . DRA!/JAc E s`Fq R/ ?? TRq?t F/N/S.vE1J Ga4 RAG-F LOOK / ? e'c6YAr7on! = 847.33 I hereby certify that this is? rue-and correct representation of a tract of land as shown' and described hereon.. As prepared by me on this ?6 W day of ?iinn. Rea. No. /60&' EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER: SITE ADDRESS: /9? y Ssifsz/ Yn-1`/L CONTRACTOR: DATE: PHONE: 45,fe-f?,/Oo DETERMINE WORKING SQUARE FOOTAGE OF EACH: 1. TOTAL EXPOSED WALL AREA, 35 r S,, 00 sq ft x "U" 1 ?? 3?jUr ?G5 2. TOTAL ROOF/CEILING AREA,,,,,,,. sq ft x "U" ,AZCD = q?, 3• TOTAL EXPOSED WALL AREA CALCULATIONS: Total exposed wall area above floor,,,,,,,, Z, bo o sq ft a) Total wall window area: glazed...... ZZ?,?L sq ft x „U., x`11 * IOr?1? glazed,,,,, sq ft x "U" _ b) Total door area sq ft x "U" c) Total sliding glass door area: V& -'?- glazed...... J20•C?(O sq ft x U, 13`1 _ 4?1n glazed...... d) Total fireplace wall area sq ft x "u" _ sq ft x "U" _ ?- e) Total wall framing area (Average 109,)...... Z? (v U6 s ft x "U" a 6?V = 2 ( ( ?b .... , q y, ? f) Total net wall area above floor (Insulated)....... ra? // ZZ• U116& sq ft x."U" C}2 r? 1J d = 21? g) Total rim joist area...... 370 , 00 sq ft x "U" , 04? _ 1 Total foundation area (Exposed)......... sq ft h) Total foundation q window area............ sq ft x "U" ,l 3 I) Total net foundation r_ area above grade........ 00 1 h V `5 sq ft x A0 _ 17?W 3• TOTAL a) thru i) If item H3 is the same as, or less than item 91, you have met the intent of 2 1ICAR 1.16008 A and 0. Page 1 4.' TOTAL EXPOSED ROOF/CEILING CALCULATIONS: Total exposed roof/ceilinq area........ 15w,00 sq ft J) Total skyliaht area...... sq ft x "U" ' k) Total roof/ceilinq framing area (Average IOY,)...... sq ft x "U" 1) Total net insulated roof/ceiling area....... ?t{?1 0o sq ft x bZ? 4. TOTAL J ) thru 1) 3?. 230 If total of u4 is the same as, or less than B2, you have met the intent of 2 MCAR 1.16008 A and 0. ALTERNATE BUILDING ENVELOPE DESIGN To utilize the total envelope system method, the values established by the sum of items N3 and #4 shall not be greater than the sum of items 91 and N2. 1. + 2. 3. + 4. C E R T I F I C A T I O N i hereby certify that I have calculated the "U" factors and "R" values herein and that the buildinq here.described meets or exceeds the State of Minnesota Energy Conservation Act. Signature (Date) Page 2 NSTRUCTION AMING SECTION: WALL SECTION (INSULATED) --(1 Interior air film 1 3 4 R VALUE U = I/R = ,645 I:J RIM JOIST SECTION: (1 4 6 air ti im FOUNDATION INSULATION REQUIRED: Min. R-5 on entire wall OR U I/R ,p.;•,a Min. R-10 down to frost depth p FOUNDATION SECTION: ?% - •' 1 Interior air film 0.6R n . P •e 2 0 A ' 4 Exterior air film 0.17 a ° '• • G a• `;,e a TOTAL R = 9. O U = I/R = 1100 T M SLAB ON GRADE ??,?-tea Heated Slabs: ' Minimum R = 8.5 Unheated Slabs: mum R = 6.2 a•?Q .6 +4 4?C q;. +? f t ;q a, Page 3 U - 1/R - iD10 CONSTRUCTION R VALUE CEILING SECTION (INSULATED): 1' Interior air film 0.61 2 C` 3 i'?C(1W N IVAILi v. 0 0 4 Exterior air film (still) 571 TOTAL R = ? U = 1/R = ,?24 G CEILING FRAMING SECTION: 1 Interior air film 0.61 2 12 Vtyw4" DNS 3 I /2NBLVWr I7V b, 33. DU 4 Interior air film still MI 5 inches soft wood z4, TOTAL R = 1IL6 U = 1/R - ,n?4 1- CEILING SECTION (INSULATED): 1' Interior air film n.61 2 3 4 Exterior air film still 0.61 TOTAL R = U = 1/R - VENTED CEILING, FRAMING SECTION: 1• Interior air film 0.61 2 3 4 Exterior air film still n. 1 5 Inches soft wood TOTAL R = U= 1/R= I 1 2 3 4 5 Inside air film n.61 Outside air film x.17 TOTAL R = U - 1/R Page 4 2/84 CITY OF EAGAN APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION (PLEASE PRINT) 1) PROPERTY ADDRESS: /gay ??q ?4_ ?' Try I LEGAL DESC3I?TICV: (Lor/31ock/SI::,divisicn or Tac Parcel I.D. NI.^^,?r) 17F.Sy .:G $" "?'^TE, DATE OF CRIGi AL c`UILDr"G : ?_•ST IS???? C l / RGPOS? US: R-1 SZJGLE FAMILY R-2 CUP= (T[:C U:)ITS) ? R-3 TCT.,.N ?CUSS (T D i L°•IITS) / LVI=S) ? R-4 APyRT I/CC:7OC •+?`)IL?l ( GtiI_5) ? CCl`-4.RCIAL/RE:AII/CFFIC' ? LZ'DUSiRLAL ? L%:STI:LTICNLML/G-,VaRNl,rtM- . 2) APPLIC=.NT (PLEASE PRIS[) Nr?=•?: , D Z SS: CITY, Ste: zip: PI:C*,ZE: 3) PLL"mER NP:•?,': ACCRESS: Gjf?n P,c ('t to Or,) C < CITY, STA,:-., ZIP: R;? `? r?D !?) L1 S PHONE. • 7 PLUMBER LICENSE # 4) OCCUPANT/C{-;.,ER (PLEASE PRINT) NAB : ADDRESS: CITY, STATZ:, Zip: PHONE: FOR CITY USE ONLY PLUMBERS LICENSE: Active Q Expired Q Not of Record a r r -Intti,= ?I MD-LC ATE WHICH PER-LIT IS BEING REQUFS=: M CCJu'`)F.CTION TO CITY Sam M,-N=ION TO CITY WATER ? =1ER (PLEASE DESCRIBE) C -. _..uau aa. VFW: ? PI= ASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE ? PLEASE '17LIL APPROVED PER`LIT TO 1, 2 3 4 ABOVE (Circle one) 7) SIG:."%TL-RE: DATE: ? R a1:Ra+Vl?a! i slwl??! s I!ROir? 1/ i ? ?.i i:i:?s at Ll ?ll?j? ? ? s tiisgr F O R C I T Y U S E O N L Y PERMIT °- ISSUED ?So V3 1 FEES: $ /0 50 $ /6 S 6 $ 6,3- 5 b S 5 $ / S 0-0 S /.3 0-o $ O • cr-v 75', a o $ S S S $ ev n S S /iy 5Z? S DOES UTILITY CONNECTION REQU, SEWER PERMIT (INCLUDE SURCHARGE) WATER PER:41T (INCLUDE SURCHARGE) WATER METER/COPPERHORN/OUTSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TAP ACCOUNT DEPOSIT - HATER WAC SAC TRUNK WATER ASSESS:IENIT TRUNK SEWER ASSESS:dENT LATERAL BENEFIT/TRUNK SEWER LATERAL BENEFIT/TRUNK WATER WATER TREATMENT PLANT SURCHARGE OTHER: ?:_\ TOTAL AMOUNT PAID/RECEIPT G 3/_2/ IRE EXCAVATION IN PUBLIC RIGHT OF WAY? YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC ROADWAY" MUST BE ISSUF,D BY THE NO ENGINEERING DIVISION. LIST AS A CONDI- TION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: TITLE: DATE: 3C% 141' w ss? wy? w w so ws mamma wow mm w w w sr wu+ w?a gum m wm mm wEm w w w win wla wk. OR wim so . CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 Gi DATE?"`?" 19 J.C-? RECEIVED AMOUNT I$ -& _DOLLARS oo ? CASH CK RUND CODE jj?7 AMOUNT /J / U J -219 n r / - Ck r Thank You NO- 63121 t i } ?W dty of eagan 3830 PILOT KNOB ROAD. P.O. BOX 21199 BEA BLOMQUIST EAGAN. MINNESOTA 55121 N$b PHONE: (612) 454-8100 - THOMAS EGAN JAMES A SMITH JANUARY 2, 1986 VIC ELLISON THEODORE WACHTER ' Cwm dMembers J BYRON 14ATSCHKE THOMAS HEDGES FORTUNE REALITY aron jmftrn 4940 VIKING DRIVE EUGENE VAN OVERBEKE city Oe& MINNEAPOLIS MN 55435 Re: Safari Estates - Financial Guarantee Dear Mr. Watschke: It has 'recently been brought to my attention that the City of Eagan is not holding a Financial Guarantee for the Safari Estates Development. I would like to refer you to Item 8, Page 4 of the Safari Estates Development Contract which requires the developer to deposit an acceptable Financial Guarantee and states, "Such bond or collateral agreement shall be approved by the City Attorney and shall continue to be in full force and effect until released by the City." Although a Letter of Credit was submitted to the City it no longer remains in effect since its expiration date. Therefore, I hereby request a new Irrevocable Letter of Credit in the amount of $8,108.00. Until this Letter of Credit is submitted and accepted by the City of Eagan, the following lots will not be issued a building permit: Lots 2, 3, 13, 14, 15, 18, and. of Block 1; Lots 1, 2, 3, 4, 5, 6, 8, 10, 12, 13, 14, 20, 22, 23, and 24, of Block 2, Safari Estates. As of this date these lots show ownership of Fortune Realty, S. Byron and Sandra Watschke, or Darrel and Vivian Watschke. Listed below are the items and the amounts to be covered by the new Letter of Credit. 1. Street lights 4 each @ $500.00 (DEA) plus energy cost $240.00 $2,960.00 2. Erosion control (estimated acreage yet to be improved) 2.86 acres at $300.00/acre 858.00 3. Restoration (estimated acreage yet to be improved) 2.86 acres at $1,500.00/acre 4,290.00 Total Revised Financial Guarantee $8,108.00 If you have any questions please contact me at 454-8100. Si cerely, 4raig E. Knudsen. Engineering Technician cc: Tom Colbert, Public Works Director Ed Kirscht, Engineering Technician Dale Peterson, Chief Building Official CEK: jeh THE LONE OAK TREE. - .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY ities Digital Oualitv 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. PERMIT CITeOF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (651) 681-4675 SITE ADDRESS: P . ( . N . : 10-65850-930-02 1929 c;AIzARI iR LOT: 13 BLOC;<: SAFARI ESfATF.fl PERMIT TYPE: _ r 10 r Permit Number: m' A b 5 Date Issued: 0, ' A ? 9 s DESCRIPTION: ''T 0 1? I'll REPAIR Al T. RESIDLNI"fAI T.O. & REROOF Gr?."I di rirS Perri P' Tyne BL u_ n Lily k fypc Cod \ 434 i REMARKS FEE SUMMARY CONTRACTOR: t:JORI<S'IRAN0 C011PANIE; I11i6 OTA?IONO DR ?G^N NN ( b1 -' ) 152-5598 1)1)n l i. cunt - ST.. IIC. OWNER: 111C 14525598 0008676 JOHNSON C!-IFRYI 1928 S!{i .4 F. .. '.k 55122 1ALAN iI i'1 55122 (6")1445:'-134V] T rcuy au!<nowl. dqe ?,h.,, 1. a, ij,'jV, read tlli n,t l 1C: (I [I rf 11 ,r, >llc 'n?Dr!,1.1.i.3 c.,.?.r E. aoDd j. non r:.?°.. L APPLICANT/PERMITEE SIGNATURE J Qbk? SUEDBr. URE lggQ 34 X53 aw Construction Requirements CITY OF EAGAN 3830 PU.OT KNOB RD - 55122 681-4675 ? 3 registered site surveys ? 2 copies of plans (include beam & window sizes; poured fnd. design; etc.) ? 1 energy calculations ? 3 copies of tree preservation plan 4lot platted after 7/1193 required: _Yes _ No DATE: ? ' 8 - l / Remodel/Repair Requirements 3 {? 9 ,? ? 2 copies of plan ? 2 site surveys (exterior additions & decks) ? 1 energy calculations for heated additions CONSTRUCTION COST; J/3, 9? J 'c)O DESCRIPTION OF WORK: TEj?g U ?????r2dD? STREET ADDRESS: 0,-;2/ M `) f L-- LOT:3 BLOCK: SUBD./P.I.D. #: 7U N N ?O N C h V L Phone #: Name ? PROPERTY Last First OWNER Street Address: q / / S A 2 f ?? (+ / L City it 9 N State: Zip: I \ K< ? dt 1 Q 7 Phone #: ?S l Z ( N l C'S Company: ? l r2 % 2 A t t p - CONTRACTOR dd V ????D f l?V1Z (? h) d ?I?(t ??? License # / Street A ress: City 2sa Q ,A rj State: rl I Id IJ rs.<i TA Zip: ARCHITECT/ ENGINEER Com : an Phone #: p y Name: Registration #: Street Address: City State: Zip: Sewer & water licensed plumber (new construction only): and lot change is requested once permit is issued. Penalty applies when address chan< I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicat State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ?J OFFICE USE ONLY Certificates of Survey Received - Yes No Tree Preservation Plan Received - Yes - No BUILDING PERMIT APPLICATION (RESIDENTIAL) Y BUILDING PERMIT TYPE OFFICE USE ONLY ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 02 SF Dwelling ? 07 4-plex ? 12 Multi Repair/Rem. ? 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory ? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 05 SF Misc. ? 10 = plex ? 15 Deck WORK TYPE ? 31 New ? 33 _ Alterations ? 36 Move ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning 0 ? 16 Basement Finish ? 17 Swim Pool ? 20 Public Facility ? 21 Miscellaneous Basement sq. ft. MCNVS System _ Main level sq. ft. City Water _ sq. ft. Fire Sprinklered _ sq. ft. PRV _ sq. ft. Booster Pump _ sq. ft. Census Code. _ Footprint sq. ft. SAC Code Census Bldg Census Unit Building Engineering Variance • Permit Fee Surcharge Plan Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit SNV Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: Valuation: $ C, V ,; P-&? s, fyLL, j a?tc , yda 4. 116 1b+?rlvoj s b+2' ?? % SAC SAC Units `l01,1LA 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 70,00 New Construdion Requirements Remodel/Reoair Reouirements .................... ake Use do 3 registered site surveys showing sq. rt. of lot, sq. ft. of house; and all roofed areas 2 copies of plan Ced of Stuwy Recd Y (20%maximum lot coverage allowed) 1 set of Energy Calculations for heated additions rtes Pres Plan Real' _Y_N] 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for addlions & decks Tree Plea Required . Y _N 1 set of Energy Calculations Addition - indicate if onsde septic system Omsrte SaptieSyslere _' Y _N 3 copies of Tree Preservation Plan if lot platted after 7/1/93 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Date 0O l 0E q/ CS;_ n (? ?r Construction Cost A f M- 00 Site Address /?? y c? YT i f f R T ?? Z Unit/Ste # CPS ? M,v Description of Work ?F}Q\ ( l P f}rl Multi-Family Bldg _ YtT Fireplace(s) _ 0 - 1 _ 2 Property Owner ?\? C7\? \r\ h9s©? Telephone # ( ) Contractor C) QG S E? O o ;t- G Vr \ ti,3 (!- \ NC Address City \ Q,1?_, ? 1lIC State l V? Zip f?-S3'3-7 Telephone # (4c2) CJG 1 - '?5 9 q q COMPLETE THIS AREA ONLY IF Energy Code Category Minnesota Rules 7670 Category I submission type) • Residential Ventilation Category 1 Worksheet Submitted • Energy Envelope Calculations Submitted A NEW BUILDING _ Minnesota Rules 7672 New Energy Cade Worksheet Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone #( Telephone #( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 Appltc ' Signat e OFFICE USE ONLY Sub Types ? 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 01of_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 (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor_ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement `Demolition (Entire Bldg) -Give PCA handout to applicant Valuation Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # 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 - Brick _ Fireplace _ R.I. -Air Test -Final _ Windows - Insulation _ Retaining Wall Approved By: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Building Inspector Foi office Use Permit Q( i.s City of Eap Permit Fee: o° co 3830 Pilot Knob Road Eagan MN 55122 Date Received: I Phone: (651) 675-5675 I Fax: 675-5694 Staff: I (651) I 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7- 0,12 Site Address: Tenant: Suite RESIDENT/ OWNER Name: 4// ?~~'1 ~ yU Phone: Address /City /Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: Construction Cost: Multi-Family Building: (Yes / No ) CONTRACTOR Name: der t:'f`')'- License Address: J,~ City: State: Zip: Phone:2t9' Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Cate-gory 1 Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted (4 submission type) . Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: Licensed Plumber: 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 they are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Applicant's Printed Name Applicant's Signature Page 1 of 3 City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 1929 Safari Tr Lot: 23 Block: 2 Addition: Safari Estates PID:10- 65850- 230 -02 Use: Description: Sub Type: e - Air Conditioner Work Type: Replacement Description: Air Conditioner Comments: Questions regarding electrical perm 952- 445 -2840. Fee Summary: Contractor: Lofgren Heating & Air 5708 Upper 147th St W Suite 102 Apple Valley MN 55124 (952) 431-5811 ME - Permit Fee (Replacements) Surcharge -Fixed Total: Applicant/Permitee: Signature PERMIT City of Eaan - Applicant - Permit Type: Permit Number: Date Issued: Permit Category: equirements should be directed to Mark Anderson, State Electrical Inspector, Owner: Allan N Johnson 1929 Safari Tr Eagan MN 55122 $50.00 0801.4088 $0.50 9001.2195 $50.50 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature Mechanical EA079181 08/07/2007 ePermit PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA107195 Date Issued:10/01/2012 Permit Category:ePermit Site Address: 1929 Safari Tr Lot:23 Block: 2 Addition: Safari Estates PID:10-65850-02-230 Use: Description: Sub Type:e - Furnace Work Type:New Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to Mark Anderson , State Electrical Inspector, 952-445-2840 Scott Lofgren 5708 Upper 147th St W #102 Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 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 - CHERYL TSTE K JOHNSON 1929 Safari Tr Eagan MN 55122 Lofgren Heating & Air 5708 Upper 147th St W Suite 102 Apple Valley MN 55124 (952) 431-5811 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA116426 Date Issued:10/07/2013 Permit Category:ePermit Site Address: 1929 Safari Tr Lot:23 Block: 2 Addition: Safari Estates PID:10-65850-02-230 Use: Description: Sub Type:Reroof 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. Carbon monoxide detectors are required by law in ALL single family homes . John Miller Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Cheryl Tste K Johnson 1929 Safari Tr Eagan MN 55122 James Barton Design Build Inc. 5920 - 148th St W #100 Apple Valley MN 55124 (952) 431-1670 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA138479 Date Issued:08/30/2016 Permit Category:ePermit Site Address: 1929 Safari Tr Lot:23 Block: 2 Addition: Safari Estates PID:10-65850-02-230 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 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 - Cheryl Tste K Johnson 1598 Regatta Dr Amelia Island FL 32034 (651) 452-1340 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature