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3681 Robin Lane¦ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ¦ Print your name and address on the reverse so that we can return the card to you. ¦ Attach this card to the back of the mailpiace, or on the front if space permits. 1. Article Addressed to: r i . C7 7 * , 44 --s 6 A. Received by (Please Print C. Sin r 9 1. ? X Qi * ? &au' se D. Is delivery address diflereAt from ltenr l If YES, enter delivery address belQ6G? o 3. S rvice Type XCertlred Mail ? Express Mail ? Registered ? Return Receipt for Merchandise ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes 2. Article Number (Copy Iran servi a labep _VW U, 11) -1 PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 UNITED STATES POSTAL SERVICE I I I II I PFirst-Class Mail SPS ostage & Fees Paid • Sender Please print your name, address, and ZIP+4 in this box CITY OF EAGAN 9090 PILOT KNOB ROAD - MM. MINNESOTA 55192.1 ry I r 1 r', p I? I APR 17 2001 I U ?? ?? Z-1 2,3 b-r• vi G .? 77),Y, 5312.2 '; o 3 ?3 a ?ilo ? 1Pno% 55 12.2 - 1992 Alv,- M2. zz"Aky ze-%kq- IdItUIfIfIuHIIIfIfehlfilth IIf)III fill dOf lul,IIIIshIt 3c . Ica VA S U 2 ? ? « A,/ - - - - - ----------- CERTIFIED MAIL 3830 PILOT KNOB ROAD -•? "-':? - =-? `-` EAGAN, MN 55122-1897 city of e? 7000 1673 0007 3.429 5.887 APR V.v Z(tR 1 , ?RTIFIED MAIL -RETURN RECEIPT REQUESTED MR SOPATH SOEUN 3677 ROBIN LANE ® e1seM )d %OZ Address 3681 Robin Lane Zip 55122 Lot 24 Blk 3 Sub Blackhawk Forest THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass Trail/curb damage L R n caaza, 11,14 Porch Basement finish Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy 11 city of eagan PATRICIA F. AWADA Mayor PAULBAKKEN I'EGGY CARISON CYNDEE FIELDS MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.681.4600 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.681.4360 'I DD: 651.454.8535 www.cityofeagan.com THE LONE OAKTREE The symbol of snengrh and growth in our community March 1, 2001 CERTIFIED MAIL - RETURN RECEIPT REQUESTED MR SOPATI-I SOEUN 3677 ROBIN LANE EAGAN MN 55122 RE: BUILDING PERMIT#39397 ISSUED 1/25/2000 Dear Mr. Souen: Your telephone request for an inspection of a plumbing access door to the whirlpool tub on your new home prompted us to look at City inspections records of your home. In doing so, we found the following items were never inspected by the City's Building Inspections Division: • foundation • framing • insulation • mechanical final In order to obtain a final building inspection and obtain a Certificate of Occupancy from the City, you will be required to confirm the following: foundation - verify foundation engineering framing & insulation - open walls to verify structural integrity and vapor barrier mechanical final - to be done with building final You have a choice of t) opening walls and ceiling areas to enable us to see that your home meets structural requirements, or 2) hire a licensed and bonded testing agency to certify that your home meets these requirements. If you choose item #2, you will need to mail a certified copy of the report to the City of Eagan's Inspections Division prior to obtaining a Certificate of Occupancy. Occupancy of this home will not be allowed until these requirements are met. We are asking that you contact us with your decision no later than March 15, 2001. Your anticipated cooperation is appreciated. If you have any questions, please call me at 651-681-4679. Sincerely, J--7-?s vF Terry Zelenka Building Inspector TZ/js cc: Tom Hedges, City Administrator Doug Reid, Chief Building Official Dale Schoeppner, Assistant Building Official Sharon Hills, City Attorney ?? ? (j 17U} OIF PAA-V S c,6 10'( 51V 1558 Dkeview Cunve ' Eagan NiN 55122 ` MFax (651) 683-0811 Mi.-mesota License No. I5433 M F.) F.) M. W. 0 DA'. .-E: May 2, 2001 ?Q?: Jason Decheine, Marquette homes lnlg_OJECT-. 3681 Robin Lane, Eagan, MN On April 19, 2001, after the heavy rain on the previous day, I visited the house at 3681 Robin Lane in Eagan, on your and Pat Souen's request. It was reported to me that the basement floor was flooded. I was requested to investigate the problem and to report it to you. Specifically, you asked what might have caused it, and what structural or any other significance it had. Based on my site visit it was evident that the flooding was caused by overflowing water from the sump well, located in the corner of the mechanical room. Unfortunately, the sump well was not equipped with the sump pump. The basement carpets were soaked wet, together with the sheetrock and wall insulation Y at?}he base of the floor. y recommendation was to install the sump pump as soon as possible, and to strip the carpets to inspect for any potential leakage through the floor cracks. I also expressed my opinion, that if the drains are working well, and if the sump pump is installed and working, the basement slab should be dry regardless of any cracks in the floor slab. I also recommended that the basement slab and walls be inspected again, after the next heavy rain. Meanwhile I learned from you and Pat that the foundation drains were not installed where indicated on the construction drawings, which were approved by the City of Eagan. Specifically, they should be installed on the outside perimeter of the house, not on the inside. The difference is that the outside drains should prevent any water going under the basement slab, and any water pressure against the foundation. walls. On the other hand, the inside drains should keep the basement slab dry, but there may be some water pressure built up against the foundation walls. As indicated in my report, these plain concrete basement walls can't handle any significant amount of groundwater pressure, even if these walls were not cracked. If they were reinforced concrete walls, any water pressure or wall cracks would not be a concern at all. On May 2, 2001, after the heavy rain on the previous day, i visited the house once again on your request. The sump pump has been installed in the sump well as previously recommended, and the carpets have been stripped out. The drain was observed to be working. The entire basement floor was dry. The cracks in the floor were also dry, which means that the inside foundation drains are doing its job for the floor slab. However, because these drains are on the inside, we do not know if there is any groundwater pressure against the foundation walls. This could be checked by installing a piezometer, as shown on the 10- 4a PATRICK SOEUN C/O: Mendota Liquors 750 HWY 110 Mendota plaza. Center Mendota Heights MN 55120 Phone: 651 687-95252 or Fax: 651 687 0162 May 22, 2001 To: Marquette Homes (Builder) Mr. Jason Decheine Re: 3681 Robin Lane Eagan Dear Sir, In reference to Mogdan Winiarczyk Consulting Memo report to you and me dated May 2,200 1, there were 2 options to be reconsidered: option #I and option #2 please review that material. We understand that there is a Drain Tile installed on the inside of the basement. Mr. Mogdan had informed me that when he checked the Sum Pump that Drain Tile was ahnost filled with dirt and it would be plug up with mud because it was not properly installed at the time. Due to this inconvenience this Drain Tile will not guarantee to work properly in the coming time. We are please to inform you that option #2 is not acceptable. We will not accept the testing procedure because we will not taking any more risk no longer. This is what we want it done: a. We are taking option #1 (b) only and please start preparing this job as soon as you can and please discuss this matter with Mr. Mogdan. b. Before install this Drain Tile around the Exterior of the house, we urge you to discuss this project with Mr. Mogdan for instruction and it shall be under his supervision and approve by him for the city of Eagan. c. For the inside of the Basement of the house, please remove all wood frame around the wall, all mold and bad, replace with new materials. All holes in the wall: saw blade holes and drilled holes on the wall saw cutting hole should be filled properly. 4A attached Sketch No.l. In summary, based on what I have seen and whai i have learned from you and pat, the following two options should be considered: ?%? I. Option # 1,: a. Strip all foundation walls from the sheetrock and inspect for the presence of cracks. Replace wet insulation as required. Pressure wash and grout the space between the foundation walls and the floor slab. If there are any significant cracks in the foundation walls, perform an epoxy injection to "glue" them together. b. Install the outside perimeter foundation drains, as shown on the construction drawings approved by the City. This task would require significant excavation and demolition work. 2. Option #2: a. Strip all foundation walls from the sheetrock and inspect for the presence of cracks. Replace wet insulation as required. Grout the space between the foundation walls and the floor slab. If there are any significant cracks in the foundation walls, perform an epoxy injection to "glue" them together. b. Install 4" dia. piezometer as shown on the attached Sketch No, 1. Have an Engineer to check and record the water levels after each heavy rain, until the next spring run-off. . In Option 42 the owner could occupy the house after the grouting and injection work is done. The contractor would have to come back a year later or so to install the outside foundation drains, but only if required by the Engineer. I believe that both options arc reasonable, and should be approved by the City without any further delays. If you have any questions, you can reach me at my office (651) 683-0811, or (612) 373-6861. w? Y d. The 4" gab between the Cement Slab and the wall shall be filled and removed wood frame out from the floor all around the basement wall. e. Other instruction by the city engineer shall be done. f. All of the above jobs shall be done under Mr. Mogdan instruction, and his supervision and required his approval for the City of Eagan. Thanks for your cooperation. Pat Soeun Cc: W. Mogdan Winiarczyk Mr. Terry Zellenka, city of Eagan c1ty OF 90900 70, RNI'RICIA 1'.. AWADA March 1. 2001 li ?L yor CERTIFIED MA1L_. RETURN RECYIPT REQUESTED M} F1 LiJ 3 G.aII be 3?? 1 R ?b;?` I?'Mr? 1'AL;I. BAKKEN 677 ROBIN LANE ,AN M\ 5) - (;AIU PEC;c;vSON ; - CYNDFEi F'1F.LDS - RE: BUILDING PER.NIIT #39397 ISSUED 1/25/2000 hfEC,•FILLI•-Y Dear Mr. Souen: i Council Mcmhers Your relephone request for an inspection of a plumbing access door to the whidpool rub on your new tome promoted us to look at City inspections records of your home. In doing so, we found the following items 'T'HOMAS HEDGrS ? were never inspected by the City's Building Inspections Division Gin, Adminisrrau? a foundation o framing e insulation e mechanical final I \4unicipal Comr: In order to obtain a lino] building inspection and obtain a Certificate o!' Occupancy from the City, you will 3930 Pilot Knot, Road be required to: Enan. NIN 55122.1997 6 o foundation - verify foundation engineering 11hoac: 651 681.4600 o framing & insulation - open walls to verify structural integrity and vapor barrio Far, 651.691.4612 • mechanical final - to be done with building final II IDD: 651.454.9535 you have a choice of 1) opening walls and ceiling areas to enabic its to see that your ]tome meets structural requirements or, 2) hire a licensed and bonded testing agency to certify that your home meets these requirements. If you choose item °2, you will be required to mail a certified copy of the report to the City Maimcnance Facility; of Eagari s Inspections Division prior to obtaining a Certificate of Occupancy. I 3501 Coachman Point Occupancy of this home will not be allowed until these requirements are met. We are asking that you Fagan. MN 55122 contact us with your decision no later than March 15, 2001. Your anticipated cooperation is appreciated. If you have any questions, please call me at 651-681.4679. Phone: 651.691.4300 Fmt:651.681.4360 Sing ely -1 DD; 651.454.9535 ry _elen a Building Inspector vvww.cityofcagaacmn I Tz/;s cc? Tom Hedges. City Administrator Doug Iteid, Chief Building Official Dale Schoeppner, Assistant Building Official • THI: !,ONY,OAKTIU11 Sharon Hills. City Attorney `111c symlbul oI surnph .Md growth community March 09, 2001 Sophath Soeun 3681 Robin Lane Eagan, Mn 55122 Ph: 651 687-9252 To: City of Eagan Attn: Mr. Terry Zelenka Re: Building permit# 39397 issued 1/25/2000 Dear Sir, I did receive your letter dated March 1, 2001 regarding to inspection record in question for my new home, hand out to me by my builder. I have discus this matter with my builder and he did take responsibility in fining all of the problems for me. If you have any question regarding to any of the building process, Mr. Jason Duchene at Marquett home will be able to answer those questions for you on my behalf. He can be reach at this Phone number 651248-1693. I have found that on top of your letter there was a wrong address had been made to my home: it is not 3677 Robin lane it shall be 3681 Robin Lane, please make sure all of the records have the correct address. We will do every thing we can to comply with all the rules. Respectfully, Sophath So n L Copy: Jason Duchene Marquett home n?, ?pR ?. 2 2f-.. ?n l a. BOGDAN WINIARCZYK CONSULTING 1558 Lakeview Curve Eagan, MN 55122 Ph/Fax (651) 683-0811 State ofMirmesota License No. 15453 PROJECT: Sopath Souen's Residence 3681 Robin Lane Eagan, MN 55122 REPORTED TO: Jason Decheine Marquette Homes DATE: July 2, 2001 FINAL REPORT: This report presents the results of our final review of structural integrity of the residential building located at 3681 Robin Lane, Eagan, Minnesota. It is our understanding that the Building Permit # 39397 was issued by City of Eagan on January 25, 2000, but the Owner failed to fulfill City's inspection requirements. Therefore, in the letter dated March 1, 2001, City of Eagan required that in order to issue a Certificate of Occupancy, the Owner would have to hire a licensed engineer to verify and certify foundation engineering, structural integrity of the house framing systems, and overall compliance with the State of Minnesota Building Code. Our work was requested by Mr. Jason Decheine of Marquette Homes on March 3, 2001. During March 2001 we conducted house inspection and testing program, interviewed the Contractor and the Owner, and performed calculations for the house basement walls, floor joists, and floor beams. The report summarizing our findings and recommendations was issued on March 30, 2001. In that report we stated that based on our testing the house basement walls were either not reinforced or under-reinforced, and therefore must be considered as plain.concrete walls. We also stated that "Based on our analysis, inspection, and testing, it is our opinion that the house foundation walls Type 1 and Type 3 are capable of resisting all imposed dead and live loads, providing that walls are not cracked, and foundation drains are fully effective. Walls Type 2 with pilasters are not adequate, because flexural stresses in plain concrete pilasters are higher than allowed by the UBC Code. However, the problem may be corrected if the backfill is lowered by about 2.5 feet. After this back£ll correction, walls Type 2 with pilasters will be similar to walls Type 3, and will be able to resist all imposed dead and live loads, providing that they are not cracked, and foundation drains are fully effective." Since we issued the March 30, 2001 report, the grade along the West Side wall (with pilasters) has been lowered as recommended. It also happened that the basement was flooded in April 2001, and the carpets and sheetrock had to be stripped out and replaced. This gave us an excellent opportunity to inspect the house foundation walls and floor slabs for the presence of cracks. The flooding of the basement floor was caused by an overflow from the sump well, which was not equipped with a sump pump. The inspection for wall and slab cracks was carried out on May 15, 2001. The floor slab had at least three wide cracks, and few fine cracks. No wide or fine cracks were observed on the basement foundation walls, except of two diagonal cold joints. Some of the rebar testing saw-cuts were observed to be epoxy grouted, but this work was unacceptable. Our recommendation was to perform epoxy injections for all wide cracks and all saw- cuts, including previously grouted cuts. Unfortunately during that inspection we found a wide gap between the basement floor and foundation wall, and that some of the walls were framed incorrectly, having their sill plates seating inside a wet and muddy gap on the top of the foundation footings, instead on the top of the dry basement slab. We asked the Contractor to correct these problems. The grouting and epoxy injection work was performed in the last two weeks of June, and inspected on June 29, 2001. The work was judged to be satisfactory. The only remaining issue at this time is the house drainage system. It is our understanding, that a 4" drain tile was installed inside the foundation footings. It would be much better if it was installed outside. The inside system could than serve as a "second defense" system. However, evidently this inside system is working reasonably well since the sump pump has been installed in April, and both April and May were exceptionally wet months. Is there a danger of any significant groundwater built up on the outside of the foundation walls? Probably not, if the outside grade around the house is paved and sloped away of the house at least 1/4"/foot towards the future earth retaining system, which should have its own drainage Swale and drain tile. This concept is shown in our May 25, 2001 Memo, on the attached Sketch # 4 and Section A. We believe that at this time it is the best possible solution, which would provide positive drainage and avoid undermining of the existing footings. The retaining walls, such as straight or stepped up modular block or boulder walls should be constructed first, with an appropriate drainage layer and drain tile behind the wall. Than the space between the house and the retaining walls should be graded and sloped away from the house, and receive 4" concrete pavement on 4" sand layer. Finally, it is therefore our recommendation at this time, that the City of Eagan will accept this final report under condition that the outside landscaping will address all the above surface runoff and drainage concerns. REMARKS: We appreciate the opportunity to serve you on this challenging project and remain available to provide subsequent services. Services performed for this project have been conducted with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area. If there are any questions regarding this report, or if we may be of further assistance, please call me at (612) 683-0811. Bogdan Winiarczyk, P.E. Senior Structural Engineer i 6tereuy 4remty trW mfs plan, specification or report was ,?mpared by me or Under my ( lrecf supervisio- a that 4 am a Outs Registerea O,o el Engineer under Date --!;4Zj/u I 1e$ NO. 15453 BOGDAN WINIARCZYK, P.E. * CONSULTING ENGINEER 1558 Lakeview Curve * Eagan, MN 55122 * 651-683-0811 SPE IfIPCf3-9I1041 f=Of2 f500Xy /NJrCaF7ONS D ? l-fA-GL ?r FGA o ? cRA cKS Epoxy Grouti. Wet spots in walls may be repaired with a high pressure epoxy injection grouting system. For such grouting, a low viscosity, two- component epoxy system with an in-line metering and mixing system shall be used. Pumps shall be capable of injection pressures up to a maximum of 300 psi (2.1 MPa) to insure complete penetration of the defect in the structure. Epoxy shall reach a minimum compressive strength of 6 000 psi , (40 MPa) in 24 hours in accordance with the requirements of ASTM 1)695. A factory-trained authorized applicator with past experience shall be present on the job at all times while repairs are being made. Work shall be guaranteed for a period of three years from the date of Final Acceptance against failure of the epoxy bond in the cracks or honeycombed concrete repaired. Any exposed defect receiving epoxy injection shall first have been cleaned of dirt, laitance and other material that might prevent proper bonding. A suitable temporary seal shall then be applied to the surface to prevent escape of the epoxy. Entry ports shall be spaced along the seal at intervals not greater than the thickness of the wall. The epoxy shall be injected at the lowest port first, with sufficient pressure to advance the epoxy to an adjacent port. The operation shall continue until epoxy material begins to extrude from the adjacent port. The original port shall then be sealed and the injection shall be repeated in one continuous operation until the entire area has been injected with epoxy. All ports, including adjacent locations where epoxy seepage occurs, shall be sealed as necessary to prevent drips and runouts. Upon completion of the injection, the grout shall be allowed to cure for sufficient time to allow removal of the material. The surface of the wall shall then be finished flush with the adjacent surfaces and shall show no indentations or evidence of injection. PROJECT: -36&1 B N C DATE: q V 0/ BY: BW SHEET OF BOGDAN WINIARCZYK, P.E. * CONSULTING ENGINEER 1558 Lakeview Curve * Eagan, MN 55122 * 651-683-0811 o P.T.2Xll FnjnZx-11 S 117N6- 7 ooT/N&- PROJECT: F+ F/ Q / U- DATE: BY: BW SHEET OF R Xis TIlrG X1 - 2 X4 SrJPPoRT/NG- r, c O BOULDER WALL NOTES: 1. THE EXACT LIMITS OF THE BOULDER WALLS WILL BE DETERMINED AFTER REMOVAL OF THE EXCESS FILL. 2. BOULDER WALLS SHALL CONSIST OF 12" DRAIN ROCK, . FILTER FABRIC, AND DRAINTILE. BO DRAINTILE NOTES: 1. DRAINTILE SHALL SLOPE A MIN. 1/4"/FT BOTH WAYS FROM A HIGH POINT OF EL.817.0, AND SHALL DAYLIGHT -BETWEEN THE END OF THE HOUSE AND STREET. OC CONCRETE PAVEMENT NOTES: 1. CONCRETE PAVEMENT S.F. = 2,500 2. CONCRETE PAVEMENT SHALL SLOPE A MIN. OF 1/4"/FT \ AWAY FROM THE HOUSE. 3. CONCRETE PAVEMENT SHALL BE CONSTRUCTED AFTER COMPLETION OF BOULDER RETAINING WALLS AND DRAINTILE. BOULD,FR,S TEPS 8 FIRST /(?O k%" 4 WALL yf IGy)'? DRAINTILE LOW POINT (DAYLIGHT) G GA. -'\t C2 s O O sWL SWL 6.01 ) X sw L N Gq swL ?. / a a / SG pp as e 81 f •0 20'-0"O \ r -gRAINAGE & UTCCI N EASEMENT PER PLA BOULDER STEPS O /'P 811.3 \ 1.5 <11 'rp 811.7 R 20 ss.o s " I-oll ?S T/ • i i 21. yQ?l ? ?7S S(Op ? ?i ,?°a 1/4q F i/1p? 1 ? 10)-0".. o ?O LDER STEPS X811.8 - DRAINTILE LOW POINT (DAYLIGHT) 0 10 20 40 SCALE IN FEET FILL AAS TO P SECOND LEVEL BOULDER DRAINTILE HIGH DER WALL (0 TO 5'f HIGH) POINT EL.817.0 WAL S V8! kYBONEROVIDE Tit e: RESMENT ALHOUSe DOGDANWDUARCZYK 'ateEAGAN,MN5$M 0ONSEJUR11GffiNK? Ma LAlaraBwcum 3681 ROBIN LANE EAGANMNMM u0m: ?'t mw _ Dmwin tg N. F25/01 15S/01 Drawing Title: - -'--" SITE IMPROVEMENTS FM?N bw5eg-02 I PROPERTY ' J LINE I I 3 FILTER FABRIC (40 oz.MIN) APPROVED BACKFILL - 1 _ 1 / 1" TO 2" WASHED ROCK (MIN. 6" THICK) 4"0 DRAINTILE (SLOPE TO DAYLIGHT) MIN . / / / TYPICAL SECTION ® EAST & WEST SIDE 12 0 1 2 3 4' 1 1 I I I I I SCALE: 1/2" = 1'-0" Title: TYPICAL SECTIONS Project Title: EAGAN. MN 55142 3681 ROBIN LANE EATHERED BOULDERS (MIN. 2' TO 3' DIA. STACK ONE TO THREE COURSES HIGH) EL. VARIES t 4" CONCRETE 0 TO 5't PAVEMENT HIGH 6"x6" CURB 4" CONCRETE PAVEMENT SLOPE - 01 MIN. 1 4" Ft 6"x6" CURB SLOPE MIN. 14 6" SAND 6 LAYER 6" SAND LAYER WEATHERED BOULDERS (MIN. 2' TO 3' DIA. STACK ONE TO THREE COURSES HIGH) PROPERTY LINE I 1 3'-0" 0' TO 5'f MIN. HIGH / EL. VARIES / 5'-0"t 3'-6 MIN. 1'-0" MIN. 4"0 DRAINTILE (SLOPE TO DAYLIGHT) FILTER FABRIC (40 oz.MIN) _ APPROVED BACKFILL 1" TO 2" WASHED ROCK (MIN. 6" THICK) TYPICAL SECTION @ SOUTH SIDE 12" 0 1 ' 2' 3' 4' ICI SCALE: 1/2" = 1'-0" BOWAN VVBGARCZYK ryYfWJIVINL - ?,;" BW CONS1LTIIQGffiMM?,? E I K9 IMLAXEMINCORVE 1 3 Q. by.. SWH RAGAN AR.i S= Feld S? Order. - Plan Sheet: bw-eg-03 No 15S/01 Brewing No. EXISTING BASEMENT WALL "' EXIST. P.T. PVC SOLID 1'-0"MIN. TIMBER LOGS AR GE PIPE " 4 SLAB y ON GRADE 6"t WINDOW -? EXISTING WELL SLOPE SECURE PIPE CAP W/ " WINDOW 1/4 ?Fl - MIN 5 S S SCREWS . . . EXISTING -- --- - ? FIBERGLASS CRIB WALL UNDERGROUND ELECTRICAL CONDUIT " " I I INSTALL 12"DIA. SOLID HDPE PLACE 1 TO 2 DIA. STILLING WELL WASHED ROCK (EXACT LOCATION TO BE . I : 2"MIN. INSTALL- 4"DIA. SOLID I DETERMINED IN FIELD) PVC DRAIN I 12"MIN. SLOPE " " /4- ? y 1 I STD. 4 /12 .a. ........... .......... I I TEE PROVIDE SUMP ' " " PUMP -0 DRILL 1/4 HOLES ® 3 " 0/c E/W WRAP W/ MIN. 1 00 FILTER FABRIC ALL 1 . , ... a. AROUND PIPE CAP WINDOW WELL IMPROVEMENT SECTION 12" 0 1' 2' 3' 4' L1 , I 1 I I I SCALE: 1/2" = 1'-0" Project Title: RESIDENTIAL HOUSE EAGAN, MN 55]22 9681 ROSIN LANE Drawing Title: WINDOW WELL IMPROVEMENT SECTION LWAK MN 55M 15453 8W 8/25/011 Project 15S/0 SWH No. Drawing No. Bg 4 =9-04 V city of aagan PATRICIA E. AWADA Mayor PAUL BAKYEN PEGGY CARLSON CYNDEE FIELDS MEG TILLEY CoundlMembers THOMAS HEDGES GryAdminisuator Municipal Center. 3830 Nor Knob Road Eagan, MN 5 5 1 22-1897 Phone. 651.681.4600 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.681.4360 TDD: 651.454.8535 wwwdtyofagan.com THELONEOAKTREE The symbol of strength and growth in our mmmuniry July 23, 2001 RE: BUILDING PERMIT #39397 ISSUED 1/25/2000 3681 ROBIN LANE CERTIFIED MAIL-RETURN RECEIPT REQUESTED MR SOPHATH SOEUN MENDOTA PLAZA CENTER 750 HIGHWAY 110 MENDOTA HEIGHTS MN 55120 Dear Mr. Soeun: On July 17, 2001, I received a final report from Bogdan Engineering and letters from both you and Marquette Homes Representative, Jason Dushane. As applicant and contractor for Building Permit #39397, it is your responsibility to inform the Inspections Division of a time frame to complete the following outstanding issues: • The placement of four trees on your lot. Questions relating to trees should be directed to Gregg Hove, City Forester, at 651-6814300. • A retaining wall must be put in place, or meet the 3:1 grade requirement. • Lot must be graded so water drains away from the house. Jason Dushane agreed to install the concrete per Bogdan Engineering specs. Please advise him when the wall is complete or grade meets 3:1 requirement. • Occupancy final inspection. If you have any questions regarding the above, please feel free to contact me at 651-6814679. Sincerely, T Zelenka Building Inspector TZJjs cc: Jason Dushane, Marquette Homes Dale Schoeppner, Chief Building Official Mike Dougherty, City of Eagan Attorney City of Eagan Building Inspectors P, 554 468 365 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. nn nit use for Intemational Mail see re Y. p a+?? Spe ,: ?? rmbgr 11 G (a -r--hwA sy ,azlPCodeMN. r, 512?, ?orc N+ $ Ce KW Fee Special Delivery Fee Reetricied Delivery Fee to Postage & Fees is 2. 0 --- -r I. - - -- - - --- - - - - BOGDAN WINIARCZYK CONSULTING 1558 Lakeview Curve Eagan, MN 55122 Ph/Fax (651) 683-0811 State of Minnesota License No. 15453 PROJECT: Sopath Souen's Residence 3681 Robin Lane Eagan, MN 55122 REPORTED TO: Jason Decheine Marquette Homes DATE: November 15, 2001 FINAL INSPECTION REPORT: This report presents the results of our final inspection of the residential building located at 3681 Robin Lane, Eagan, Minnesota. Our work was requested by Mr. Jason Decheine of Marquette Homes on March 3, 2001. During March 2001 we conducted house inspection and testing program, interviewed the Contractor and the Owner, and performed calculations for the house basement walls, floor joists, and floor beams. The report summarizing our findings and recommendations was issued on March 30, 2001. In that report we stated that based on our testing the house basement walls were either not reinforced or under-reinforced, and therefore must be considered as plain concrete walls. We also stated that "Based on our analysis, inspection, and testing, it is our opinion that the house foundation walls Type 1 and Type 3 are capable of resisting all imposed dead and live loads, providing that walls are not cracked, and foundation drains are fully effective. Walls Type 2 with pilasters are not adequate, because flexural stresses in plain concrete pilasters are higher than allowed by the UBC Code. However, the problem may be corrected if the backfill is lowered by about 2.5 feet. After this backfill correction, walls Type 2 with pilasters will be similar to walls Type 3, and will be able to resist all imposed dead and live loads, providing that they are not cracked, and foundation drains are fully effective." Since we issued the March 30, 2001 report, the grade along the West Side wall (with pilasters) has been lowered as recommended. It also happened that the basement was flooded in April 2001, and the carpets and sheetrock had to be stripped out and replaced. This gave us an excellent opportunity to inspect the house foundation walls and floor slabs for the presence of cracks. The flooding of the basement floor was caused by an overflow from the sump well, which was not equipped with a sump pump. The inspection for wall and slab cracks was carried out on May 15, 2001. The floor slab had at least three wide cracks, and few fine cracks. No wide or fine cracks were observed on the basement foundation walls, except of two diagonal cold joints. Some of the rebar testing saw-cuts were observed to be epoxy grouted, but this work was unacceptable. Our recommendation was to perform epoxy injections for all wide cracks and all saw- cuts, including previously grouted cuts. Unfortunately during that inspection we found a wide gap between the basement floor and foundation wall, and that some of the walls were framed incorrectly, having their sill plates seating inside a wet and muddy gap on the top of the foundation footings, instead on the top of the dry basement slab. We asked the Contractor to correct these problems. The grouting and epoxy injection work was performed in the last two weeks of June, and inspected on June 29, 2001. The work was judged to be satisfactory, as stated in our July 2, 2001 Final Report. In the same July 2, 2001 report we also recommended to improve the house exterior drainage in conjunction with construction of a new retaining wall. The construction of a retaining wall was required by the building code. To this construction we added special drainage provisions, such as drain rock layer, draintile at the toe of the wall, window well drainage and sump, and concrete pavement sloping away from the house and down to the street. The work was detailed and specified on our plans dated August 25, 2001, and was performed in September and November 2001. The final inspection was conducted on November 5, 2001. Based in this inspection it is our opinion that to the best of our knowledge, the work was performed in accordance with all our recommendations, certified plans and specifications, and all applicable provisions of the State of Minnesota Building Code. REMARKS: Services performed for this project have been conducted with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area. If there are any questions regarding this report, or if we may be of further assistance, please call me at (612) 683-0811. Bogdan nuarczyk, P.E. Seni? tructural Engi eer ? c N /i/l BOGDAN WINIARCZYK CONSULTING 1558 Lakeview Curve Eagan, MN 55122 Ph/Fax (651) 683-0811 State of Minnesota License No. 15153 PROJECT: Sopath Souen's Residence 3681 Robin Lane Eagan, MN 55122 REPORTED TO: Jason Decheine Marquette Homes DATE: March 30, 2001 INTRODUCTION: This report presents the results of our field review of the structural integrity of the residential building located at 3681 Robin Lane, Eagan, Minnesota. Our work was requested and authorized by Mr. Jason Decheine of Marquette Homes on March 3, 2001. The scope of our work was limited to conducting a visual inspection and testing in order to: Verify appropriate construction of the house foundation walls (excluding foundation footings, which were inspected by the City of Eagan on March 3, 2000, and passed the inspection), and provide engineering calculations. 2. Verify the house framing and insulation systems, including walls, floors, and roof. 3. Provide certification that the house foundation walls and framing were constructed according to the approved plans and standard engineering practice, and that the construction conforms to the requirements of the State of Minnesota Building Code. Based on the results of our work we were requested to prepare a written report presenting our findings and recommendations to the City of Eagan to obtain a Certificate of Occupancy. CONCLUSIONS AND RECOMMENDATIONS: Based on the results of our field work and analysis, our opinions and comments are as follows: Structural review of the house was performed based on available construction plans and "as built" conditions, in conjunction with interviewing the house builders and material suppliers. In some areas that were not accessible for testing, we relied on verbal or written statements and sketches from contractors who performed the work. Foundation walls: The most critical structural elements in the house which have direct impact on its structural integrity, are the house foundation walls. There are three basic types of walls in the house, which were labeled as Type 1, Type 2, and Type 3. According to signed affidavit obtained from Mr. Joe Plummer of Plummer Concrete, Inc., all concrete walls are 10" thick reinforced concrete, 3500 psi. We tested walls Type 2 and 3. In wall Type 2 we did not find any reinforcing bars. Wall Type 3 was found to be under-reinforced. Therefore in our analysis we considered all walls as plain concrete walls. Type 1 are plain concrete cantilevered walls, loaded with dead and live surcharge loads, and "at rest" lateral backfill pressure. Type 2 are two-way plain concrete panels, fixed at both sides and hinged at the top and bottom. The side fixity is provided either by wall comers, or by plain concrete pilasters. Walls Type 2 are loaded with lateral "at rest" backfill pressure. Tvoe 3 can be considered as series of 12" wide plain concrete beams, spanning between basement floor slab on grade and the main floor diaphragm. Walls Type 3 are loaded with dead and live load surcharge and "at rest" lateral backfill pressure. Based on our analysis, inspection, and testing, it is our opinion that the house foundation walls Type 1 and Type 3 are capable of resisting all imposed dead and live loads, providing that the walls are not cracked, and foundation drains are fully effective. Walls Type 2 with pilasters are not adequate, because flexural stresses in plain concrete pilasters are higher than allowed by the UBC Code. However, the problem may be corrected if the backfill is lowered by about 2.5 feet. After this backfrll correction, walls Type 2 with pilasters will be similar to walls Type 3, and will be able to resist all imposed dead and live loads, providing that they are not cracked, and foundation drains are fully effective. It should be noted that while we can testify (based on our visual inspection) that foundation drains were installed, we do not have any knowledge how they were constructed, and we do not know what are the actual properties of the backfrll. Based on information obtained from the contractor and our visual observation, we assumed medium dense clayey sand or clay-sand mixture backfill, resulting in an equivalent fluid weight of backfill equal to 47 pcf. The house foundation walls are plain concrete walls. Our calculations are based on an assumption that there are no existing cracks, which might increase concrete tensile stresses, and thus reduce it's load carrying capacity. Wall Framing: Typical above grade wall framing consists of 2x6 studs @16" o/c, 0.5" gypsum board, 4 mil vapor barrier, R-19 insulation, 7/16" OSB, and vinyl siding or stucco. The wall height varies from 15'-6" in the Great Room area, to 10' in other main floor areas, and 8' in second floor areas. Based on our visual inspection and testing, it is our opinion that the construction of the house walls conforms to the minimum requirements of the State of Minnesota Building Code. Floor Framing: Typical floor framing consists of 11.875" TGI/25DF fabricated "I" joists @16"o/c, 5/8" ceiling gypsum board, and 3/4" T&G OSB subfloor. The joists are supported by 10" thick reinforced concrete walls, 2x4 or 2x6 wall framing system, or by 2 and 3 ply microllam beams 11.875" to 16" deep. Based on our visual inspection it is our opinion that the construction of the house floors conforms to the minimum requirements of the State of Minnesota Building Code. Roof Framing: Typical roof framing consists of pre-engineered wood trusses spaced @ 24" o/c. The trusses were designed by Littfin Wood Truss Systems for a live load of 40 psf, top cord dead load of 7 psf, and bottom cord dead load of 10 psf. Roofing consists of 15 lb asphalt felt, 220 lb asphalt shingles, and 0.5" OSB. Ceilings consists of 5/8" gypsum board, 4 mil vapor barrier, and 16" blown-in fiberglass insulation. Based on our visual inspection it is our opinion that the construction of the roof conforms to the minimum requirements of the State of Minnesota Building Code. BACKGROUND INFORMATION: Marquette Homes constructed the residential house at 3681 Robin Lane in Eagan, Minnesota, in 2000/2001. At present time the house is completely enclosed and finished, ready for the owner to move in. The Building Permit # 39397 was issued by the City of Eagan on January 25, 2000. According to information obtained from the City of Eagan, the following items were never inspected by the City's Building Inspections Division: Foundation Walls (excluding foundation footings) 2. Wall, Floor, and Roof Framing 3. Mechanical Final In the letter dated March 1, 2001, City of Eagan stated that "in order to obtain a final building inspection and obtain a Certificate of Occupancy from the City", the owner would be required to hire a licensed engineer to: 1. Verify and certify foundation engineering 2. Verify structural integrity, including insulation and vapor barriers in the house walls, floors, and roof. FIELD OBSERVATIONS AND TESTING: Our field observations and testing consisted of Review of available construction plans and actual construction: Based on our review it appears that construction plans do not fully reflect actual construction of the house. The major difference noted was in construction of the house foundation walls. The "as built" foundation walls are 10" thick cast-in-place plain concrete walls. Also the type and layout of the floor joists were not shown on the original construction plans. The "as built" floor framing consists of 11.785" TJI/25DF manufactured "I" joist @ 16 o/c, and 2 and 3 ply microllam beams 11.875' to 16" deep. Field inspection and testing: Field inspection and testing were performed in order to verify actual construction of the 1 house foundation walls, such as wall thickness, concrete strength, and reinforcement size and spacing. Testing for wall thickness was typically performed using concrete drilling method. Testing for concrete strengths was performed by concrete tapping method. Spacing and size of reinforcement were surveyed using pachometer or concrete drilling and chipping methods. Testing of the house wall framing was performed by visual inspection in accessible areas and by making wall cut-offs to check for insulation, vapor barrier, and construction of fire stops. Testing of floor framing was limited to visual inspection of type and spacing of floor joists and beams. Testing of roof was limited to visual inspection of type and spacing of roof trusses, and to verify ceiling insulation and vapor barrier. Photographs were taken to document typical conditions present. Foundation walls Type 1: They are short cantilevered walls that do not require flexural reinforcement. They were tested for concrete strength, thickness, insulation, and vapor barrier. Based on contractor's written statement, concrete 28-day compressive strength is 3500 psi. Insulation consists of 4" butt insulation and 4 mil vapor barrier. Foundation walls Type 2: These are two-way wall panels that do not require flexural reinforcement. They were tested by cutting an approximately 3'x3'opening in gypsum wall, and removing the vapor barrier and insulation. Testing for concrete strengths was performed by the concrete tapping method. These walls are 10" thick. Based on contractor's written statement, concrete 28-day compressive strength is 3500 psi. Insulation consists of 4" butt insulation and 4 mil vapor barrier. Along the West side walls Type 2 are supported by concrete pilasters. Based on our calculations, with the present backfill almost up to the top of these walls, the pilasters do require flexural reinforcement, and more than 244 bars as claimed by the contractor, placed near the tension (inside) face. According to the written statement obtained from contractor, the pilasters were, reinforced with 2#4 vertical bars placed near the tension face, 2#4 bars placed in the middle of pilasters, and 2#4 bars placed in the middle of wall. The bars were tied with #4 closed stirrups at 16" o/c. However no testing was performed to verify these bars, because non-destructive testing would not be able to detect bars placed in the middle of pilasters. A non-destructive testing such as pachometer survey or "x-raying" most likely would detect only 2#4 bars located near the tension face. However, these bars would not be sufficient to provide adequate strength for the pilasters, and the walls. Another testing option would be a destructive testing, involving excavation, underpinning, and partial demolition of pilasters, to expose all reinforcing bars, but this was not in the scope of our work. Not being able to confirm the reinforcing bars in the pilasters, we had no choice, but to assume that there is no reinforcement, and analyze them as a plain concrete pilasters. Foundation walls Type 3 These walls are only partially backfilled and do not require flexural reinforcement. The walls were tested for concrete strength, thickness, and insulation and vapor barrier. Based on contractor's written statement, concrete 28-day compressive strength is 3500 psi. Insulation consists of 4" butt insulation and 4 mil vapor barrier. STRUCTURAL CALCULATIONS: Structural calculations were performed for the house foundation walls. Based on our review of the building plans and actual construction, three basic types of foundation walls were determined as being critical for the structural integrity of the house and were analyzed for strength. Foundation walls Type 1: These walls can be found in the Great Room. They are loaded with a dead load surcharge from 4" walkway slab, 100 psf live load, and lateral "at rest" soil pressure. Based on our analysis, it is our opinion that these walls are capable of resisting all imposed loads, assuming that the walls are not cracked, and foundation drains are fully effective. Foundation walls Type 2: They can be found in the finished basement areas. These walls are acting as two-way panels, fixed on both sides by wall corners or concrete pilasters, and hinged at the top and bottom. The pilasters are 16" wide by 22" deep, spaced approximately at 12'-9" o/c. The loading consists of lateral "at rest" back fill pressure. The lateral load from pilasters is transferred to concrete floor on grade, and to microllam beams and the first floor diaphragm. Based on our analysis, foundation walls Type 2 are capable of resisting all imposed loads, even if they were plain concrete walls, provided that the walls are not cracked and foundation drains are fully effective. However, the pilasters need flexural reinforcement for strength. Since the reinforcement in the pilasters could not be confirmed by testing, we had no choice but to assume plain concrete pilasters. As such, they would not be able to resist the imposed backfrll loads. Without flexural reinforcement the pilasters would be overstressed by a factor of about 2.0. To correct these structural problems with the walls Type 2 on the West side of the building, we propose to lower the existing backfill by about 2.5 feet. With this lower y backfill, walls Type 2 would be similar to plain concrete walls Type 3, and would be capable of resisting all imposed dead and live loads, provided that the walls are not cracked, and foundation drains are fully effective. Foundation walls Tyne 3: These walls can be found in the basement mechanical and bathroom areas. The walls can by analyzed as 12" wide vertical strips spanning between the basement floor slab on grade and the main floor diaphragm. The loading consists of dead load surcharge from 4" garage slab on grade, 50 psf vehicle live load, and lateral "at rest"backfill pressure. Based on our analysis, these walls are capable of resisting all imposed dead and live loads, provided that the walls are not cracked, and foundation drains are fully effective. REMARKS: It should be noted that the purpose of our review and testing was to judge structural integrity of the house foundation walls, and wall, floor, and roof framing. We were primarily concerned with the main structural members, and not with the quality of construction, such as inspection of concrete durability, strength, cracks, and all framing connections. We appreciate the opportunity to serve you on this challenging project and remain available to provide subsequent services. Services performed for this project have been conducted with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area. If there are any questions regarding this report, or if we may be of further assistance, please call me at (612) 683-0811. r Bogdan Winiarczyk, P. Senior Structural Engineer I hereby certify Inat this,plan, specification or report was prepared by me or under my dlreCt sUpENl3ion an at 1 am a Duly aegistered °7%e nal Engineer under the law of the at# Minnesota. the C ogdan Winiarczyk Date 3 3 zgrtey. No. 15453 Page -/ of 3 Job 36-<P/ ko'el/V / ANF Project No. Sheet_ of _ Description tOUA/ DA r/oA/ kvA-Z L.5 computed by /,3,Y / Date .3// ? of J,V4-(..L SLC7-101l/ ( Checked by Date 1?7!Aq 17- FELT Reference pZp ;r 5P/PVr 5111AQL6S \ ? ??OSd ?kd su6 MSOA Alelm • S FAsars WOOD 7Rllss /6N 61,0i?N INS. C/ MIL VA?POR R(t 150 %8u GYPS. 180 P CTRt?T - ROOM /L'GYJSaM A4aD \ 4 M/4 (/ARC? B9 PPiF.p Lj",SA77 INS, a- 2X6 ryRes10P5 (6C71VFC1V 2x6 STUDS - Z X6 5%0D5 & 16 N?6l 6u 6AT7 INSUL, ?vl O g,6- VIN YL 5IDIAin-, G 3G'% AA /? '7s-M6 oN G.PRDC Ass 'M l02css- ur¢c /it SukCNA4 E AND 10 "COV6eEM I-INL J. I M-? NAtpJ400D C[LbR?MG 1{ 5"CONCRETE SL46C Ni /Z ,? ?ICaO I.vsuL. ? DWLS G? i2, ? 0 WAIL 7YPET 1 Page / of 3 Job 2 RD BiN Lh?r? Project No. Sheet_ of o/ Des*tion FOLWPA-00AI WA L(- S Computed by RXkll Date 31/7 ILIZA L SECTION 2 Chedcedby Date Reference 44", T96 ®68 ra f 29 >V/575'<:F V16Y/5. &)A,UA F<1M/Ly ROOM ?l WT& aSB O TGI ?2S 701sr3? "EY?s boil ?ASCMavT ?/"/SA-TT INSdL. ?f AslL WebW BARB, ,*"6r,"!5- 90ARD 5 "CONCAC 5446 - (IYCAIIV R rD /NSUL. 6" B in/S. j 1 M!c v4AR 1--WeIC4 s,P ?in'VG SlOiNG s 2X6 PT, S/LL PZ4W ?. N CoNo26725 MAKL So/L PRCSSU)245 Dwt6 '12- " O WALL, TYPE 2 Y page _L of 3 Job 3 6 ?I rP 0611V L AIV Prgect No. Sheet _ of Description FO 0 N DA r/V A/ W A a- S Computed by B X Date WALL SEC r-101V # 3 Checked by Date Reference ljEDROD/L1 ~ 2 ?? 3?G f IV V 10 ??/6°q? 1 2 xE? I6'`g'c _ 6 "b.?}TT iNS, fig" F, C. G. et?"Oahm rl M/L wMoR Bi3,P.P/6Q dZ" Gr/s. Bo?,vD a M I-AUNOk Y Roo" &ARAGE "TAG osB Trs1 '26- VWYSG 16~9?c 4"CDNI.c'.L?ric 5eAA ?N -/ // 131irr 11pA5, Af ROaM /O CONCkrIF WALL ? ? \¢ lf" CONCRETE 57L46 ?t¢ owcs?Z9" ? o /?-SSJMED `?/? ? ?v 5011--AND SuRCHebeG Q PR.FSSU?eE , , ward TYPE 3 . BY: BW CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No : FILE NAME:robinl PROJECT: 3681 Robin Lane LOCATION: Eagan. MN Expected backfill properties- Assume free draining backfill and foundation drains fully effective (no hydrostatic water pressure) Ys: = 110•pcf Medium dense clayey sand. clay-sand mixture 0 := 35 -deg Ko: = 1 - sin (0) Ko = 0.426 At rest pressure coefficient Yequiv:= Ys'Ko propert Concrete Yequiv = ies- 46.907pcf Equivalent fluid weight of backfill fo: , = 3500-psi Concrete 28-day compressive strength b:= 12-in Width of vertical wall strip for analysis tw: = 10-in Wall thickness Analysig- Consider plain concrete wall. 1 1.75-ft Cantilevered span y,:= 145•pcf Density of plain concrete H:= 1.75 ft Maximum height of backfill qi:= 0.33-ft,yo-1.4 q2 100•psf.1.7 wl :_ (ql + q2) -Ko qi = 0.067 ksf Surcharge load from 4" concrete slab q2 = 0.17 ksf Live load surcharge wl = 0.101 ksf Total factored surcharge load 1 BY: BW CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No : (W1.12, z M,? wz 1 ?(ft) M„ = 0.226ft•k Maximum actual factored bending 2 6 moment w2:= y,•H-Ko-1.7 wz = 0.14ksf Factored soil load Assume plain concrete, no reiforcement: f. at:= 5.0.65- - •(psi) at= 192.273psi psi a? := 0. 65. f? tw c:=- 2 b ty3 12 M„-c I ac = 2275psi c= 5in I = 1000 inn 0= 13.558psi Allowable plain concrete extreme fiber tension stress Allowable plain concrete extreme fiber compression stress Moment of inertia Maximum tension or compression stress a=13.558 psi < at=192.273 psi < a,=2275psi (O.K.) Check =hear: f? a,,:=2.0. 65- •(psi) a„=76.909 psi psi wZ•1 V,,:= wl - l+ Z ?•(ft) Vu=0.299k Total factored shear 3-Vu J 2-b•tw a=3.737 psi < av =76.909psi (O.K.) CONCLUSION: Wall Type 1 is adequate for the assumed surcharge and backfill loads. 2 BY: BW CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No: I Expected soil Droperties- Assume free draining backfill and foundation drains fully effective (no hydrostatic water pressure) Ys = 110 pcf Medium dense clayey sand, clay-sand mixture ?:=35•deg Ko := 1 - sin (?) Ka = 0.426 At rest pressure coefficient 7eq,.iv:=ys-Ko yequiv=46.907pcf Equivalent fluid weight of backfill fo:= 3500. psi Concrete 28-day compressive strength No reinforcing bars were found in these walls. Check if a 10" thick plain concrete wall is O.K., back£illed as it is, to about the top of the parapet wall. lyze as a two way panel, fixed at both sides, and hinged at the floor levels. Mxmex 0.93-ft.k Maximum horizontal service moment from STAAD-III analysis MyMX 1.22•ft•k Maximum vertical service moment from STAAD-III analysis Mux-- 1 7 M." x Mux = 1.581ft-k Maximum horizontal factored moment M„y = 1, 7 -Myotax M„y = 2.079 ft-k Maximum vertical factored moment f. at = 5.0.65- - J _ (psi) at = 192.273 psi Allowable plain concrete extreme fiber P Si tension stress a? = 0.65-f? Allowable plain concrete extreme fiber ac =2275 psi compression stress t„ c:=- c=5in 2 bw 2.22-ft bw'tw3 I := I = 2220 in 4 Moment of inertia 12 3 BY: BW CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No : M'Y'C a:= a = 56.054psi Maximum tension or compression stress I a=56.054psi < at = 192 . 273psi < a, = 2275 psi (O.K.) V.... := 1.47•k Maximum actual service shear, from STAAD-III analysis Vu:= Vserv"1.7. bw := 1 .82 - f t 3-V„ a 2'bw'tw Check pilasters, Assume plain concrete. Mserv := 22. 98 • ft- k Mu:= 1.7'Msecv be:= 16-in t,:= 22- in tp c = 2 bP'tp 3 12 M?-c Vu = 2.499 k Maximum factored shear a=17.163psi < a„=76.909psi (O.K.) Maximum service moment, from STAAD-III analysis. M„ = 39.066ft-k Factored moment Pilaster width Pilaster thickness c = llin Distance from neutral axis to extreme fiber in compression or tension I = 14197.333in4 Moment of inertia a = 363.217psi Maximum tension or compression stress I a= 363.217 psi < at = 192.273psi < a,=2275psi (N.G.) 4 BY: BW DATE:3/30101 Check Rhemr: Vs, := 8.97. k V.: Vsezv-l.7 DATE: TASK No : Maximum actual service shear, from STAAD-III analysis V„ = 15.249k Maximum factored shear Check shear: f? a,:=2.0. 65• - psi •(psi) 3 Vu 2 bp•tP av = 76.909 psi a = 64.982 psi < a,= 76.909psi (O.K.) Check what reinforcing bars are required for the pilasters: Assume 2#4 bars placed near the tension face, as claimed by the concrete contractor. These bars can be confirmed by pachometer survey. If there are any other bars placed further inside the pilasters, the pachometer would not be able to detect them; therfore we have to assume that they do not exist. Consider reinforced concrete design. z (AsP=ovd) := 0.4-in fy:= 60000-psi db:= 0.5-in Bar diameter cl:= 2-in Clear concrete cover db 11 d:=tp- cl+ -/ d =19.75 in 2 / lAsprovd) p• bP•d p=0.0013 bp d 2 F:= •I 1 F=0.52 12000 in3 M„= 39.066ft•k Ku:= F •?ft1•k K„=75.115 F 5 DATE:3130101 DATE: TASK No : 0.11333 - 0.01284 - 8.395-10-6'Ku p:= p=0.0014 2 200 Pminl - (psi) pminl = 0.003 f v Pmin2 := 1 .33 • p (Aszegd):= Pm n2 'bp'd Pmin2 = 0.0019 (Asregd) = 0.595 in2 (Aeprovd) = 0.4 in2 (N.G.) With this assumption, wall Type 3 on the West side of the house, becomes simillar to wall Type 2 in the mechanical room. Wall Type 2 is not adequate for the assumed backfill loads if it is a plain concrete wall. The problem can be corrected by lowering the backfill to about 2.5 feet below tha main floor level. After this backfill correction, wall Type 2 will be simillar to wall Type 3, and will be adequate for the assumed backfill loads, even if it was a plain concrete wall, provided that found at;ap d,-a;nc = m ++>>?, affective and the wall is not cracked. LL Inspection of foundation drains and cracks in these walls was not in the scope of work. lxpe ed sail properties- Assume free draining backfill and foundation drains fully effective (no hydrostatic water pressure) ys:= 110-pcf medium dense clayey sand, clay-sand mixture ?:= 35-deg Ko := 1 - sin (?) K. = 0.426 At rest pressure coefficient 6 BY: W CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No : Yequiv:= Y., K0 Yequiv = 46.907pcf Equivalent fluid weight of backfill Concrete properties- f,:= 3500. psi Concrete 28-day compressive strength b:= 12-in Width of vertical wall strip for analysis t,,,:= 10-in Wall thickness ql = 0.33-ft•yc q2 50'psf Tel =(ql+q2)-K. H:= 7-ft Maximum height of backfill 1:= 8.5-ft Clear span q, = 0.048 ksf Surcharge load from 4"-concrete slab on grade q2 = 0.05 ksf Live load surcharge from parking garage w, = 0.042 ksf Total service surcharge load w2:=ys HK° w2 = 0.328 ksf Unfactored soil load M3,,, 1.6•ft•k Maximum actual service bending moment from STAAD-III analysis NOTE: Since this wall contains less reinforcement than specified in the building code for reinforced concrete. it can only be considered as a plain (un-reinforced) concrete wall. 7 BY: BW CHKD BY: PROJECT No: DATE:3/30/01 DATE: TASK No : f? a,:= 5.0.65- - • (psi) at = 192.273psi Allowable plain concrete extreme fiber psi tension stress a?: 0.65-f? Allowable plain concrete extreme fiber a,= 2275psi compression stress tw c - c=5in 2 b.tW I = I = 1000 inn Moment of inertia 12 M,, = 1.6k-ft Maximum service moment, from STAAD-III analysis Mu:= Ms,. 1.7 Factored moment M„ - c 163.2 psi Maximum tension or compression stress I a= 163.2 psi < at= 192.273psi < a?=2275psi (O.K.) Check shear: a,:=20.65 •(psi) a, =76.909psi F?-" V9...: 1.01.k Maximum service shear, from STAAd-III analysis V.:= 1. 7 -V., V„ = 1. 717 k Factored shear 3 Vu a 2-b-tw a = 21.462psi < av = 76.909psi CONCLUSION, (O.K.) Wall Type 3 is adequate for the assumed backfill and surcharge loads, even if it was a plain concrete wall, provided that foundation drains are fully effective and the wall is not cracked. Note: Inspection of foundation drains and cracks in these walls was not in the scope of our work. 8 fff+f RMf Rf rfTH•fY Hrarrir+i arr rf•rHiiH+++iri+r+ a - ' S T A A D - III • Revision 23.0 * Proprietary Program of ' ' Research Engineers, Inc. ' Date= MAR 27, 2001 ' * Time= 21:37:15 + ' Build No. 1007.01.02 = - ' USER ID: b" •Rfi i i•ffr•rrfr•f•ifrir•i••rr+ir r•ir•r irr ra++r++ai User ID: bxw w,,?yk FaF Z 1. STAAD SPACE FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 ^ROBINFEM. 2. UNIT FEET KIP 3. PAGE LENGTH 55 4. JOINT COORD 5. 1 0 0 0 6. 2 0.0 1.82 0 7. REPEAT 4 0 1.82 0 8. 7 0 10.68 0 9. 8 2.22 0 0 10. 9 2.22 1.82 0 11. REPEAT 4 0 1.82 0 12. 14 2.22 10.68 0 13. 15 4.44 O 0 14. 16 4.44 1.82 15. REPEAT 4 0 1.82 0 16. 21 4.44 10.68 0 17. 22 6.65 0 0 18. 23 6.65 1.82 0 19. REPEAT 4 0 1.82 0 20. 28 6.65 10.68 0 21. 29 8.89 0 0 22. 30 8.89 1.82 23. REPEAT 4 0 1.82 0 \ 24. 35 8.89 10.68 0 nn V\1 25. 36 11.11 0 0 26. 37 11.11 1.82 0 27_ REPEAT 4 0 1.82 0 28. 42 11.11 10.68 0 29. 43 13.33 0 0 30. 44 13.33 1.82 0 31. REPEAT 4 0 1.02 0 32. 49 13.33 10.68 0 /3.33 33. ELEMENT INCI 34. 1 1 8 9 2 35. 2 8 15 16 9 36. 3 15 22 23 16 37. 4 22 29 30 23 38. 5 29 36 37 30 PAGE NO. 1 ©,oayKsr F O, S ks/? FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 39. 6 36 43 44 37 40. 7 2 9 10 3 41. 8 9 16 17 10 42. 9 16 23 24 17 43. 10 23 30 31 24 44. 11 30 37 38 31 45. 12 37 44 45 38 46. 13 3 10 11 4 47. 14 10 17 18 11 48. 15 17 24 25 18 49. 16 24 31 32 25 50. 17 31 38 39 32 51. 18 38 45 46 39 52. 19 4 11 12 5 53. 20 11 18 19 12 54. 21 18 25 26 19 55. 22 25 32 33 26 56. 23 32 39 40 33 57. 24 39 46 47 40 58. 25 5 12 13 6 59. 26 12 19 20 13 60. 27 19 26 27 20 61. 28 26 33 34 27 62. 29 33 40 41 34 63. 30 40 47 48 41 64. 31 6 13 14 7 65. 32 13 20 21 14 66. 33 20 27 28 21 67. 34 27 34 35 28 68. 35 34 41 42 35 34 69. 36 41 48 49 42 70. UNIT FEET KIP 71. SUPPORT 72. 1 TO 7 43 TO 49 FIXED 73. 8 15 22 29 36 43 FIXED BUT MX MZ MY 74. 13 20 27 34 41 48 FIXED BUT MX MZ MY 75. UNIT INCH 76. ELEMENT PROP 77. 1 TO 36 TH 10 78. CONSTANTS ; E 3372 ALL 79. UNIT FEET 80. LOAD 1 81. ELEMENT LOAD 82. 31 TO 36 TRAP Y 0 0.07 83. 25 TO 30 TRAP Y 0.07 0.16 84. 19 TO 24 TRAP Y 0.16 0,24 85. 13 TO 18 TRAP Y 0.24 0.33 86. 7 TO 12 TRAP Y 0.33 0.41 87. 1 TO 6 TRAP Y 0.41 0.5 88. PERFORM ANALYSIS User ID: bxw User ID: bxW FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 3 P R O B L E N S T A T I S T I C S NUMBER OF JOINTs/lKKBER+ELZ10NTS/SUPPORTS = 49/ 36/ 24 ORIGINAL/FINAL BAND-WIDTH = 8/ 8 TOTAL PRIMARY LOAD CASES a 1, TOTAL DEGREES OF FREEDOM = 294 SIZE OF STIFFNESS MATRIX = 15876 DOUBLE PREc. WORDS RJQM/AVAIL. DISK SPACE = 12.27/ 2047.7 MB, E ffiffi4 = 1963.4 MB ++ Processing Element Stiffness Matrix. 21:37:15 ++ Processing Global Stiffness Matrix. 21:37:15 ++ Processing Triangular Factorization. 21:37:15 ++ calculating Joint Displacements. 21:37:15 ++ Calculating Member Forces. 21:37:15 89. PRINT ELEMENT FORCES User ID: bxw FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 4 ELEMENT FORCES FORCE,LENGTH UNITS= KIP FEET -------------- 'FORCE OR STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QX QY MX MY MY VONT VONB FX FY EXY 1 1 TOP SMAX= EDIT: SMX= 2 1 TOP : SMAX= BOTT: SMAX= 3 1 TOP : SMAX= BOTT: SMX= 4 1 TOP : SMAX= BOTT: SMX= 5 1 TOP : SMAX= BOTT: SMX= 6 1 TOP SMAX- BOTT: SMAX= 0.20 -0.09 5.64 5.64 1.10 SMIN= 5.01 SMIN= -0.29 0.67 6.78 6.78 6.57 SMIN= 0.40 SMIN= -0.14 0.96 5.49 5.49 6.34 SMIN= -3.03 SMIN= 0.14 0.96 5.49 5.49 6.34 SMIN= -3.06 SMIN- 0.30. 0.67 6.77 6.77 6.56 SMIN= 0.40 SMIN= -0.20 -0.09 5.64 5.64 1.10 SMIN= 5.01 SMIN= 7 1 .97 -0.33 7.31 7.31 TOP : SMAX= 0.57 MIN= BOTT: SMAX- 7.01 N- BOTT: SMAX= -6.73 0.00 8 1 0.68 0.11 7.36 7.36 N= BOTT: SMAX= -2.69 N= TOP : SMX= 8.33 )InN- 9 1 0.20 0.21 9.47 9.47 TOP : SMAX= 10.83 N= -0.44 -5.01 TMAX= -1.10 TkM= 0.29 0.00 -0.40 TMAX= -6.57 TMAX= 0.43 0.00 3.03 TMAX= -6.34 TMAX= 0.43 0.00 3.06 TMAX= -6.34 TMAX- 0.28 0.00 -0.40 TMAX= -6.56 TMAX= -0.44 0.00 -5.01 TMAX- -1.10 TMAX= -0.77 0.00 -7.01 TMAX= -0.57 TMAX= 0.47 0.00 2.69 TMAX= -8.33 TMAX= 0.81 0.00 6.73 TMAX= -10.83 TMAX= -0.01 -0.28 0.00 0.00 3.05 ANGLE= 26.0 3.05 ANGLE- 26.0 0.43 -0.40 0.00 0.00 3.48 ANGLE= 39.9 3.48 ANGLE= 39.9 0.66-,.- -0.15 0.00 0.00 1.65 ANGLE- 26.5 1.65 ANGLE= 26.5 0.66 0.15 0.00 0.00 1.64 ANGLE= -26.4 1.64 ANGLE= -26.4 0.43 0.40 0.00 0.00 3.48 ANGLE= -39.9 3.48 ANGLE= -39.9 -0.01 0.26 0.00 0.00 3.05 ANGLE= -26.0 3.05 ANGLE= -26.0 0.03 -0.18 0.00 0.00 3.79 ANGLE= 12.3 3.79 ANGLE= 12.3 0.80 -0.28 0.00 0.00 2.82 ANGLE= 30.0 2.82 ANGLE- 30.0 1:22 -0? ---A4 0.00 2.05 ANGLE= 14.5 2.05 ANGLE= 14.5 v4xn? User ID: bxw FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO ELEMENT FORCES FORCE,LENGTH UNITS= KIP FEET ------------- FORCE OR STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QX QY MX MY MXY VONT VONB EX FY FXY 10 1 -0.19 0.21 0.81 1.22_ 0.11 9.45 9.45 0.00 0.00 0.00 TOP : SMAX= 10.81 SMIN= 6.72 TMAX= 2.05 ANGLE= -14.3 BOTT: SMAX= -6.72 SMIN= -10.81 TMAX= 2.05 ANGLE= -14.3 11 1 -0.68 0.11 0.47 0.80 0.28 7.36 7.36 0.00 0.00 0.00 TOP : SMAX= 8.33 SMIN= 2.69 TMAX= 2.82 ANGLE= -30.0 BOTT: SMAX= -2.69 SMIN= -8.33 TMAX= 2.82 ANGLE- -30.0 12 1 -1.47 -0.33 -0.77 0.03 0.18 7.31 7.31 0.00 0.00 0.00 TOP : SMAX= 0.57 SMIN= -7.01 TMAX= 3.79 ANGLE= -12.3 BOTT: SMAX= 7.01 SMIN= -0.57 TMAX= 3.79 ANGLE= -12.3 5 13 1 1.40 0.02 -,K 93 -0.07 0.05 7.75 7.75 0.00 0.00 0.00 TOP : SMAX= -0.57 SMIN= -8. 02 TMAX- 3.73 ANGLE= -3.4 BOTT: SMAX= 8.02 .SMIN= 0. 57 TMAX= 3.73 ANGLE= -3.4 14 1 0.58 -0.19 0.48 0.70 0.06 5.43 5.43 0.00 0.00 0.00 TOP : SMAX- 6.19 SMIN= 3. 98 TMAX= 1.10 ANGLE= -15.2 BOTT: SMAX= -3.96 SMIN= -6. 19 TMAX= 1.10 ANGLE= -15.2 15 1 0.16 -0.22 0.89 1.15 0.02 9.03 9.03 0.00 0.00 0.00 TOP : SMAX= 9.94 SMIN= 7. 68 TMAX= 1.13 ANGLE= -4.6 BOTT: SMAX= -7.68 SMIN= -9. 94 TMAX= 1.13 ANGLE- -4.6 16 1 -0.16 -0.22 0.89 1.15 -0.02 9.02 9.02 0.00 0.00 0.00 TOP : SMAX- 9.93 SMIN= 7. 66 TMAX= 1.14 ANGLE= 4.6 BOTT: SMAX= -7.66 SMIN= -9. 93 TMAX= 1.14 ANGLE= 4.6 17 1 -0.5B -0.20 0.48 0.70 -0.06 5.43 5.43 0.00 0.00 0.00 TOP : SMAX= 6.19 SMIN= 3. 99 TMAX= 1.10 ANGLE= 15.2 BOTT: SMAX- -3.99 SMIN= -6. 19 TMAX= 1.10 ANGLE= 15.2 16 1 -1.40 0.02 -0.93 -0.07 -0.05 7.75 7.75 0.00 0.00 0.00 TOP : SMAX= -0.57 SMIN= -8 .02 TMAR= 3.73 ANGLE= 3.4 BOTT: SMAX= 8.02 SMIN= 0 .57 TMAX= 3.73 ANGLE= 3.4 User ID: bxW FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 6 ELEMENT FORCES FORCE,LENGTH UNITS= KIP FEET -------------- FORCE OR STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QR QY MX MY MY VONT VONB FX FY FXY 19 1 0.98 0.26 -0.69 -0.08 0.20 6.46 6.46 0.00 0.00 0.00 TOP : SMAX= -0.14 SMIN= -6.53 TMAX= 3.19 ANGLE= -16.8 BOTT: SMAX= 6.53 SMIN= 0.14 TDM= 3.19 ANGLE- -16.8 20 1 0.44 -0.36 0.33 0.43 0.32 5.79 5.79 0.00 0.00 0.00 TOP : SMAX= 6.02 SMIN= 0.50 TMAX- 2.76 ANGLE= -40.5 BOTT: SMAX= -0.50 SMIN= -6.02 TMAX= 2.76 ANGLE= -40.5 21 1 0.12 -0.51 0.63 0.72 0.12 6.13 6.13 0.00 0.00 0.00 TOP : SMAX= 6.93 SMIN= 4.72 TMAX= 1.10 ANGLE- -35.3 BOTT: SMAX= -4.72 SMIN= -6.93 TMAX= 1.10 ANGLE- -35.3 22 1 -0.12 -0.51 0.63 0.72 -0.12 6.12 6.12 0.00 0.00 0.00 TOP : SMAX= 6.91 SMIN= 4.73 TMAX= 1.09 ANGLE= 35.0 BOTT: SMAX= -4,73 SMIN= -6.91 TMAX- 1.09 ANGLE= 35.0 23 1 -0.44 -0.36 0.33 0.43 -0.32 5.79 5.79 0.00 0.00 0.00 TOP : SMAX- 6.02 SMIN= 0.50 TNAX= 2.76 ANGLE- 40.5 BOTT: SMAX= -0.50 SMIN= -6.02 TNAX= 2.76 ANGLE= 40.5 24 1 -0.98 0.26 -0.69 -0.08 -0.20 6.46 6.46 0.00 0.00 0.00 TOP : SMAX= -0.14 SMIN= -6.53 TMAX= 3.19 ANGLE= 16.8 BOTT: SMAX= 6.53 SMIN= 0.14 TMAX= 3.19 ANGLE= 16,8 25 1 0.32 0.35 -0.26 -0.05 0.27 4.47 4.47 0.00 0.00 0.00 TOP : SMAX= 1.10 Sax= -3.82 TMAX= 2.46 ANGLE= -34.5 BOTT: SMAX- 3.82 SMIN= -1.10 TMAX= 2.46 ANGLE= -34.5 26 1 0.07 -0.48 0.09 0.03 0.41 6.12 6.12 0.00 0.00 D.00 TOP : SMAX= 4.02 SMIN= -3.03 TNAX= 3.52 ANGLE= 42.9 BOTT: SMAX= 3.03 SMIN= -4.02 TMAX= 3.52 ANGLE- 42.9 27 1 0.01 -0.74 0.17 0.03 0.16 2.72 2.72 0.00 0.00 0.00 TOP : SMAX= 2.36 SMIN= -0.62 TMAX= 1.49 ANGLE= 32.9 BOTT: SMAX= 0.62 SMIN= -2.36 TMAX= 1.49 ANGLE= 32.9 User ID: bx FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 7 ELEMENT FORCES FORCE,LENGTH UNITS= KIP FEET -------------- FORCE OR STRESS - FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QX QY MX MY MY VONT VONB FX FY FXY 28 TOP : BOTT: 29 TOP : BOTT: 30 TOP : BOTT: 1 SMAX= SMAX= 1 SMAX= SMAX= 1 SMAX= SMAX= -0.01 2.71 2.35 0.60 -0.07 6.11 4.01 3.03 -0.31 4.47 1.10 3.82 -0.74 2.71 SMIN= SMIN= -0.48 6.11 smiN= SMIN= 0.35 4.47 SMIN= SMIN= -0.60 -2.35 -3.03 -4.01 -3.82 -1.10 0.17 0.00 TMAX= TMAX= 0.09 0.00 TMAX= TMAX= -0.26 0.00 TMAX= TIM= 0.03 0.00 1.48 1.48 0.03 0.00 3.52 3.52 -0.06 0.00 2.46 2.46 ANGLE= ANGLE= ANGLE= ANGLE= ANGLE= ANGLE= -0.16 0.00 -32.7 -32.7 -0.41 0.00 -42.9 -42.9 -0.27 0.00 34.5 34.5 31 1 -0.57 0.27 0.12 0.02 0.22 3.37 3.37 0.00 0.00 0.00 TOP : SMAX= 2.52 SMIN= -1.31 TMAX= 1.91 ANGLE= 38.4 BOTT: SMAX= 1.31 SMIN= -2.52 TMAX® 1.91 ANGLE= 38.4 32 1 -0.42 0.06 -0.05 -0.08 0.31 4.62 4.62 0.00 0.00 0.00 TOP : SMAX= 2.06 SMIN= -3.23 TMAX= 2.64 ANGLE= 43.5 BOTT: SMAX= 3.23 SMIN= -2.06 TMAX= 2.64 ANGLE= 43.5 33 1 -0.16 0.18 -0.12 -0.16 0.12 2.23 2.23 0.00 0.00 0.00 TOP : SMAX= -0.16 SMIN= -2.30 TMAX= 1.07 ANGLE= 40.9 BOTT: SMAX= 2.30 SMIN= 0.16 TMAX- 1.07 ANGLE= 40.9 34 1 0.16 0.18 -0.12 -0.16 -0.12 2.20 2.20 0.00 0.00 0.00 TOP : SMAX= -0.17 SMIN= -2.28 TMAX= 1.05 ANGLE= -40.6 BOTT: SMAX= 2.28 SMIN= 0.17 TMAX= 1.05 ANGLE= -40.6 35 1 0.42 0.06 -0.05 -0.08 -0.31 4.62 4.62 0.00 0.00 0.00 TOP : SMAX= - 2.05 SMIN= -3.24 TMAX= 2.65 ANGLE= -43.6 BOTT: SMAX= 3.24 SMIN= -2.05 TMAX= 2.65 ANGLE= -43.6 36 1 0.57 0.27 0.12 0.02 -0.22 3.37 3.37 0.00 0.00 0.00 TOP : SMAX= 2.52 SMIN= -1.30 TMAX= 1.91 ANGLE= -38.4 BOTT: SMAX= 1.30 SMIN= -2.52 TMAX= 1.91 ANGLE= -38.4 FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 8 x+++*x#*xx*+*h**x++*END OF ELEMENT FORCES**********+*x*****#x 90. FINISH *X#x#*x**#xx*** END OF STAAD-III +x+x**#*#xhx#** **** DATE= MAR 27,2001 TIME= 21:37:15 **** * For questions on STAAD-322, contact: * Research Engineers, Inc at Build No. 1007.01.02 * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * East Coast: Ph- (978) 688-3626 Fax- (978) 685-7230 User ID: bxw 3 X J? 0 L d )t 3i 32 33 39 )9 p i STRUCTURE_CATA TYPE = SPACE 2s 2e 7, 7 se zs 3e, NJ = 49 I NM = 0 ea NE = 36 NS = 0 NR]= 2A 19 20 21 22 23 24 NL = n HMAH- 13.3 YMAH= 10.7 ZMAH= 0.0 13 19 1$ 15 I/ ld 9 0 12 J t 2 3 S ? b it 5 T A A 0 P 0 5 T- P L O T (REV: 23.0 ) DATE: MAR 27, 2001 TITLE: FINITE ELEMENT 3091 ROBIN LANE BASEMENT U H a w a H u N tll U G H a m Q H u 41 N 5 STRUCTURE DATA TYPE _ SPACE NJ = 49 NM = 0 NE - 36 NS - 0 NRJ- 24 NL = 1 YMAX= 13.3 YMAX- 10.7 Z M A X = 0.0 M% CONTOUR ¦ -0.01 ? -.d 7 ¦ -0.55 ¦ 0.47 ¦ -0.36 ¦ -0.25 ? -0.13 ? -0.02 ¦ 0.1 ¦ 0.21 ¦ 0.32 1..14 ? o..s5 ? 0.5./ ? 0.70 ? 0.89 =49.E= S T A A D P O S T - P L O T (REV: 23.0 TITLE: FINITE ELEMENT 3991 ROBIN LANE BASEMENT MN/ELEM STDR LOAO= 1 P DATE: MAR 29, 2001 User ID: bxw PAGE NO. 1 +ttf tf tf rf+++f++ttt++trrrrr+tf+t+tt ttffrff rfr+tfft r t t S Y A A D - III + Revision 23.0 + • Proprietaxy Program of Researc.. Engineers. Inc. t + Date= MAR 28 2001 1 2 3 4 5 6 7 8 9 10 11 i2 13 14 i5 16 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 + Time= 18: 0:58 • Build Mo. 1007 .01.02 t ? ' "v ? ? YG * USER ID: bxw + f t rrf rf rrt+f+:ttttatf t +?f rff tf +ttt+tt rffrrffrrtrrrt IjU A (? ® e I' YA41V 1 / STAAD SPACE FINITE ELEMENT 3881 ROSIN LANE BASEMENT WALL TYPE 2 "ROBINFEMI UNIT FEET KIP PAGE LENGTH 55 JOINT COOED 1 0 0 0 2 0.0 1.82 D REPEAT 4 0 1.82 0 7 0 10.68 0 8 1.897 0 0 9 1.897 1.82 0 REPEAT 4 0 1.82 0 14 1.897 i0.66 0 15 3.79 0 0 16 3.79 1.02 REPEAT 9 0 1.82 '0 " 21 3.79 10.68 0 22 5.69 0 0 - 23 5.69 1.82 D / Lzr? 0 REPEAT 9 D 1.82 0 28 5.69 10.68 0 29 7.59 0 0 ? 30 7.59 1.82 ------ - - ' REPEAT 4 0 1.82 0 _ 35 7.59 10.68 0 36 9.48 0 0 37 9.48 1.82 REPEAT 4 u 2.82 G 82 D 42 9.48 10.68 0 r 43 11.38 0 0 44 11.38 1.82 0 I 1-7Z REPEAT 9 D 1.82 U I (f,43kSF/ 99 11.38 10.68 D ELEMENT INC! 1 1 8 9 2 2 8 15 16 9 33 15 22 23 16 4 22 29 30 23 5 29 36 37 30 7 ko = a. r1a x Q" i x ?, 426 = d ?f3 ,?s? o,h3 X - - = 1?.D8G 9l FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 2 User ID: bxw 39. 6 36 43 44 37 40. 7 2 9 10 3 41. 8 9 16 17 10 42. 9 16 23 24 17 43. 10 23 30 31 24 44. 11 30 37 38 31 45. 12 37 44 45 38 46. 13 3 10 11 4 47. 14 10 17 18 11 48. 15 17 24 25 18 49. 16 24 31 32 25 50. 17 31 38 39 32 51. 18 38 45 46 39 52. 19 4 11 12 5 53. 20 11 18 19 12 54. 21 18 25 26 19 55. 22 25 32 33 26 56. 23 32 39 40 33 57. 24 39 46 47 40 58. 25 5 12 13 6 59. 26 12 19 20 13 60. 27 19 26 27 20 61. 28 26 33 34 27 62. 29 33 40 41 34 63. 30 40 47 48 41 64. 31 6 13 14 7 65. 32 13 20 21 14 66. 33 20 27 28 21 67. 34 27 34 35 28 68. 35 34 41 42 35 34 69. 36 41 48 49 42 70. UNIT FEET KIP 71. SUPPORT 72. 1 TO 7 43 TO 49 FIXED 73. 8 15 22 29 36 43 PINNED 74. 13 20 27 34 41 48 PINNED 75. UNIT INCH 76. ELEMENT PROP 77. 1 TO 36 TH 10 78. CONSTANTS ; E 3372 ALL 79. UNIT FEET 80. LOAD 1 81. ELEMENT LOAD 82. 25 TO 30 TRAP Y D.086 O 83. 19 TO 24 TRAP Y 0.172 0.086 84. 13 TO 18 TRAP Y 0.259 0.172 85. 7 TO 12 TRAP Y 0.344 0.259 86. 1 TO 6 TRAP Y 0.43 0.344 87. PERFORM ANALYSIS FINITE ELEMENT 3861 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 3 User ID: bxw P R O BL E M S.T A T I S T I C S ----------------------------------- ' NMWER OF JOINTS/ME149ER+EL1ZMENTS/SUPPORTS 49/ 36/ 24 ORIGINAL/FINAL RAND-WIDTB = 8/ 8 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 294 SIZE OF STIFFNESS MATRIX = 15876 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.27/ 2047.7 MB, ZX EM = 1963.5 MB ++ Processing Element Stiffness matrix. 23:46:48 ++ Processing Global Stiffness Matrix. 23:46:46 ++ Processing Triangular Factorization. 23:46:48 ++ Calculating Joint Displacements. 23:46:48 ++ Calculating Member Forces. 23:46:48 88. PRINT REACTIONS User ID: bxw FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 4 SUPPORT REACTIONS -UNIT RIP FEET STRUCTURE TYPE = SPACE ------ ---- ------- TO R.C k-cr foNs JOINT L OAD FORCE-E FORCE-Y % NOM -Y ( MOM E {?I L 1 1 0.00 0.00 8 0.42 0.00 2 1 0-00 0.00 4 1.84 0.00 3 1 0.00 0.00 7 6 N 2.73 0.00 4 1 0.00 0.00 3 2.28 0.00 5 1 0.00 0.00 5 1.23 0.00 6 1 0.00 0.00 9 0.00 0.00 7 1 0.00 0.00 0.43 -0.12 -0.31 0.00 43 1 0.00 0.00 -0.18 -0.42 0.00 44 1 0.00 0.00 -1.73 -0.34 -1.84 0.00 45 1 0.00 0.00 -2.31 0.06 -2.73 0.00 46 1 0.00 0.00 -1.70 0.13 -2.28 0.00 47 1 0.00 0.00 -0.85 0.15 -1.23 0.00 48 1 0.00 0.00 0.10 0.19 0.00 0.00 49 1 0.00 0.00 0.43 -0.12 0.31 0.00 8 1 0.00 0.00 -0.74 0.00 0.00 0.00 15 1 0-00 0.00 -1.75 0.00 0.00 0.00 22 1 0.00 0.00 -2.01 0-00 0.00 0.00 29 1 0.00 0.00 -1.75 0.00 0.00 0.00 36 1 0.00 0.00 -0.74 0.00 0.00 0.00 13 1 0.00 0.00 -0.11 0.00 0.00 0.00 20 1 0.00 0-00 -0.72 0.00 0.00 0.00 27 1 0.00 0.00 -1.00 0.00 0.00 0.00 34 1 0.00 0.00 -0.72 O.DO 0.00 0.00 41 1 0.00 0.00 -0.11 0.00 0.00 0-00 +.xx+++xxxxxxx END OF LATEST ANALYSIS RESULT *x++x+++++++++ B9. PRINT ELEMENT FORCES User ID: bxw FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 5 ELEMENT FORCES -------------- FORCE,LENGTH UNITS= KIP FEET FORCE OR STRESS = FORCE/UN IT WIDTH/ THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QX QY MX MY MY VONT VONB FX FY FXY 1 1 0.23 -0.07 - 0.33 -0.02 -0.19 3.98 3.98 0.00 0.00 0.00 TOP : SMAX= 0.64 SMIN= -3.62 TMAX= 2.13 ANGLE= 25.3 BOTT: SMAX= 3.62 SMIN= -0.64 TMAX= 2.13 ANGLE= 25.3 2 1 -0.14 0.45 0.19 0.28 -0.27 4.60 4.60 0.00 0.00 0.00 TOP : SMAX= 4.40 SMIN= -0.38 TMAX= 2.39 ANGLE= 40.2 BOTT: SMAX= 0.38 SMIN= -4.40 TMAX= 2.39 ANGLE= 40.2 3 1 -0.08 0.67 0.32 0.44 -0.11 3.76 3.76 0.00 0.00 0.00 TOP : SMAX= 4.34 SMIN= 2.20 TMAX= 1.07 ANGLE= 30.2 BOTT: SMAX= -2.20 SMIN= -4.34 TMAX= 1.07 ANGLE= 30.2 4 1 0.08 C.67 0.32 0.44 0.11 3.76 0.00 0.00 0.00 TOP : SMAX= 4.34 SMIN= 2.20 TMAX- 1.07 ANGLE= -30.2 BOTT: SMAX= -2.20 SMIN= -4.34 TMAX= 1.07 ANGLE= -30.2 5 1 0.14 0.45 0.19 0.28 0.27 4.60 4.60 0.00 0.00 0.00 TOP : SMAX= 4.40 SMIN= 0.38 TMAX= 2.39 ANGLE= -40.3 BOTT: SMAX= 0.38 SMIN= 9.90 TMAX= 2.39 ANGLE= -90.3 6 1 -0.23 -0.07 - 0.33 -0.02 0.19 3.98 3.98 0.00 0.00 0.00 TOP : SMAX= 0.64 SMIN= - .62 TMAX= 2.13 ANGLE= -25.3 BOTT: SMAX= 3.62 SMIN= - .64 TMAX= 2.13 ANGLE= -25.3 7 1 .14 -0.21 - 0.59 -0.01 -0.11 5.26 0.00 0.00 0.00 TOP SMAX= 0.06 SMIN= - .23 TMAX= 2.69 ANGLE= 10.9 BOTT: 5 5.23 SMIN= .06 TMAX= 2.64 ANGLE= 10.4 8 1 0.55 0.02 0.31 0.49 -0.17 4.49 4.49 0.00 0.00 0.00 TOP MRX= 5.11 SMIN- 1.80 TMAX= 1.66 ANGLE= 30.9 BOTT: MAX= -1.80 SMIN= -5.11 TMAX= 1.66 ANGLE= 30.9 9 0.16 0.09 0.59 6 -0.07 6.07 6.07 0.00 0.00 0.00 TOP SMAX= 6.81 SMIN= 4.85 TMAX= 0.98 ANGLE= 19.4 BOTT SMAX= -4.85 SMIN= -6.81 TMAX- 0.98 ANGLE= 19.4 FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 'BOB -- PAGE NO ELEMENT FORCES FORCE,LENGTH UNITS= KIP FEET -------------- FORCE OR STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT LOAD QX QY HM MY MXY VONT VONB FX FY FXY 10 1 TOP SMAX= BOTT: SMAX= 11 1 TOP SMAX= BOTT: SMAX= 12 1 TOP : SMAX= BOTT: SMAX= 13 1 TOP : SMAX= BOTT: SMAX= 14 1 TOP : SMAX= BOTT: SMAX- 15 1 TOP : SMAX= BOTT: SMAX= 16 1 TOP : SMAX= BOTT: SMAX= 17 1 TOP : SMAX= BOTT: SMAX= 18 1 TOP : SMAX= BOTT: SMAX= -0.16 0.09 6.07 6.07 6.81 SMIN- -4.85 SMIN= -0.55 0.02 4.50 4.50 5.12 SMIN= -1.80 SMIN= -1.14 -0.21 5.25 5.25 0.06 SMIN= 5.22 SMIN= 1.01 0.02 5.56 5.56 -0.70 SMIN= 5.87 SMIN= 0.47 -0.16 3.08 3.08 3.51 SMIN= -2.25 SMIN= 0.13 -0.20 5.47 5.47 5.66 SMIN= -5.26 SMIN= -0.13 -0.20 5.47 5.47 5.66 SMIN= -5.26 SMIN= -0.47 -0.16 3.08 3.08 3.51 SMIN= -2.26 SMIN= -1.01 0.02 5.55 5.55 -0.69 SMIN- 5.87 SMIN= 0.59 0.00 4.85 TMAX= -6.81 TMAX= 0.31 0.00 1.80 TMAX- -5.12 TMAX= - 0.58 0.00 -5.22 TMAX= -0.06 TMAX= - 0.68 0.00 -5.87 TMAX= 0.70 TMAX= 0.29 0.00 2.25 TMAX= -3.51 TMAX= 0.62 0.00 5.26 TMAX= -5.66 TMAX= 0.62 0.00 5.26 TMAX= -5.66 TMAX= 0.29 0.00 2.26 TMAX= -3.51 TMAX= -0.68 -5 7 TMAX= .69 TMAX= c 0.76 0.07 0.00 0.00 0.98 ANGLE= -19.4 0.98 ANGLE= -19.4 0.49 0.17 0.00 0.00 1.66 ANGLE= -30.9 1.66 ANGLE= -30.9 -0.01 0.11 0.00 0.00 2.64 ANGLE= -10.4 2.64 ANGLE= -10.4 -0.08 0.05 0.00 0.00 2.59 ANGLE= -4.5 2.59 ANGLE= -4.5 0.38 0.06 0.00 0.00 0.63 ANGLE= -26.9 0.63 ANGLE= -26.9 0.64 0.02 0.00 0.00 0.20 ANGLE= -28.7 0.20 ANGLE= -28.7 0.64 -0.02 0.00 0.00 0.20 ANGLE= 28.7 0.20 ANGLE= 28.7 0.38 -0.06 0.00 0.00 0.63 ANGLE= 27.0 0.63 ANGLE= 27.0 -0.08 -0.05 0.00 0.00 2.59 ANGLE= 4.5 2.59 ANGLE= 4.5 User ID: bxw 6 User ID: ba FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 7 ELEMENT FORCES -------------- FORCE,LENGTH UNITS= KIP FEET FORCE OR STRESS = FORCE/UNIT WIDTH/ THICK, MOMENT FORCE-LENGTH/UNIT WIDTH ELEMENT L OAD QX QY MX MY MY VONT VONB FX FY FXY 19 1 0.66 0.16 -0.49 -0.08 0.13 4.38 4.38 0.00 0.00 0.00 TOP : SMAX= -0.38 SMIN= -4.56 TMAX= 2.09 ANGLE= -16.5 BOTT: SMAX= 4.56 SMIN= 0.38 TMAX= 2.09 ANGLE= -16.5 20 1 0.33 -0.21 0.16 0.19 0.20 3.44 3.44 0,00 0.00 0.00 TOP : SMAX= 3.36 SMIN= -0.15 TMAX= 1.76 ANGLE= 90.0 BOTT: SMAX= 0.15 SMIN= -3.36 TMAX= 1.76 ANGLE= 90.0 21 1 0.10 -0.34 0.42 0.35 0.08 3.58 3.58 0.00 0.00 0.00 TOP : SMAX= 4.09 SMIN= 2.57 TMAX= 0.76 ANGLE= 32.9 BOTT: SMAX- -2.57 SMIN= -4.09 TMAX= 0.76 ANGLE= 32.9 22 1 -0.10 -0.34 0.42 0.35 -0.08 3.58 3.58 0.00 0.00 0.00 TOP : SMAX= 4.09 SMIN- 2.57 TMAX= 0.76 ANGLE= -32.8 BOTT: SMAX= -2.57 SMIN= -4.09 TMAX= 0.76 ANGLE= -32.8 23 1 -0.33 -0.21 0.18 0.19 -0.20 3.44 3.44 0.00 0.00 0.00 TOP : SMAX= 3.37 SMIN= -0.14 TMAX= 1.76 ANGLE= 90.0 BOTT: SMAX= 0.14 SMIN= -3.37 TMAX= 1.76 ANGLE= 90.0 24 1 -0.66 0.16 -0.49 -0.08 -0.13 4.37 4.37 0.00 0.00 0.00 TOP : SMAX= -0.36 SMIN= -4.55 TMAX= 2.09 ANGLE= 16.5 BOTT: SMAX= 4.55 SMIN= 0.38 TMAX= 2.09 ANGLE= 16.5 25 1 0.20 0.23 -0.18 -0.05 0.16 2.72 2.72 0.00 0.00 0.00 TOP : SMAX= 0.51 SMIN= -2.42 TMAX= 1.47 ANGLE= -33.8 BOTT: SMAX= 2.42 SMIN= -0.51 TMAX= 1.47 ANGLE= -33.8 26 1 0.06 -0.23 0.04 -0.01 0.24 3.65 3.65 0.00 0.00 0.00 TOP : SMAX= 2.23 SMIN= -1.97 TMAX= 2.10 ANGLE= 41.9 BOTT: SMAX= 1.97 SMIN= -2.23 TMAX= 2.10 ANGLE= 41.9 27 1 0.01 -0.42 0.12 -0.02 0.10 1,81 1.81 0.00 0.00 0.00 TOP : SMAX= 1.44 SMIN= -0.59 TNAX= 1.02 ANGLE= 27.8 BOTT: SMAX= 0.59 SMIN= -1.44 TMAX= 1.02 ANGLE= 27.8 FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 8 ELEMENT FORCES -- ---------- FORCE,LENGTH UNITS= KIP FEET -- FORCE FORCE OR STRESS = FORCE/UN IT WIDTH/ THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH ELEMENT L OAD QX QY MX MY MXY VONT VONB FX FY FXY 28 1 -0.01 -0.42 0.12 -0.02 -0.10 1.81 1.81 0.00 0.00 0.00 TOP : SMAX= 1.44 SMIN= -0 .59 TMAX= 1.02 ANGLE= -27.8 BOTT: SMAX= 0.59 SMIN= -1. 44 TMAX= 1.02 ANGLE= -27.8 29 1 -0.06 -0.23 0.04 -0.01 -0.24 3.65 3.65 0.00 0.00 0.00 TOP : SMAX= 2.23 SMIN= -1 .97 TMAX= 2.10 ANGLE= -41.9 BOTT: SMAX= 1.97 SMIN= -2. 23 TMAX= 2.10 ANGLE= -41.9 30 1 -0.20 0.23 - 0.17 -0.05 -0.16 2.72 2.72 0.00 0.00 0.00 TOP : SMAX= 0.51 SMIN= -2. 42 TMAX= 1.47 ANGLE= 33.8 BOTT: SPm= 2.42 SMIN= -0 .51 TMAX= 1.47 ANGLE= 33.8 31 1 -0.36 0.15 0.09 0.02 0.13 2.01 2.01 0.00 0.00 0.00 TOP : SMAX= 1,60 SMIN= -0. 66 TMAX= 1-13 ANGLE= 37.4 BOTT: SMAX= 0.66 SMIN= -1. 60 TMAX= 1.13 ANGLE= 37.4 32 1 -0.25 0.03 - 0.04 -0.04 0.18 2.65 2.65 0.00 0.00 0.00 TOP : SMAX= 1.17 SMIN= -1. 86 TMAX= 1.52 ANGLE= 90.0 BOTT: SMAX= 1.86 SMIN= -1. 17 TMAX= 1.52 ANGLE= 90.0 33 1 -0.10 0.09 - 0.08 -0.09 0.07 1.29 1.29 0.00 0.00 0.00 TOP : SMAX= -0.12 SMIN= -1. 35 TMAX= 0.61 ANGLE= 42.5 BOTT: SMAX= 1.35 SMIN= 0. 12 TMAX= 0.61 ANGLE= 42.5 34 1 0.10 0.09 - 0.08 -0.09 -0.07 1.29 1.29 0.00 0.00 0.00 TOP : SMAX= -0.12 SMIN= -1. 35 TMAX= 0.61 ANGLE= -42.5 BOTT: SMAX= 1.35 SMIN= 0. 12 TMAX= 0.61 ANGLE= -42.5 35 1 0.25 0.03 - 0.04 -0.04 -0.18 2.65 2.65 0.00 0.00 0.00 TOP : SMAX= 1.17 SMIN= -1. 86 TMAX= 1.52 ANGLE= 90.0 BOTT: SMAX= 1.86 SMIN= -1. 17 TMAX= 1.52 ANGLE= 90.0 36 1 0.36 0.15 0.09 0.02 -0.13 2.01 2-01 0.00 0.00 0.00 TOP : SMAX= 1.60 SMIN= -0. 66 TMAX= 1.13 ANGLE= -37.4 BOTT: SMAX= 0.66 SMIN= -1. 60 TMAX= 1.13 ANGLE= -37.4 User ID: Cxw FINITE ELEMENT 3881 ROBIN LANE BASEMENT WALL TYPE 2 "ROB -- PAGE NO. 9 *+*+*+*+************END OF ELEMENT FORCES**********++++++++++ 90. FINISH x**++***+*+++++ END OF STAAD-III z+**x*x*+*++*++ *-" DATE= MAR 28,2001 TIME= 23:46:48 **** * For questions on STAAD-III, contact: * Research Engineers, Inc at Build No. 1007.01.02 * * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph- 1978) 688-3626 Fax- (978) 685-7230 * User ID: bxw U i~ H a ro A H u v 5 U G H a w Q H 4 v D 7 STRUCTURE DATA TYPE = SPACE N7 = 49 NM = m NE = 36 NS = 0 NRJc 24 NL = 1 %MA%= 11.4 YMAX= 0.7 ZMA%= 0.0 STRESS CONTOUR 2.35 I? 3.19 3.59 4 ?ry 4.42 Ll 4.03 ? 5.24 ¦ s.6s 6.06 ® 6.48 ? 7 ? 7, 1 Q 6.12 ? 8.54 5 T A A D P 0 5 T- P L O T (REV; 23.0 1 DATE: MAR 29. 2001 TITLE: FINITE ELEMENT 3881 ROBIN LANE BASEMENT MN/ELEM 5TDR LOAD= I PAGE NO. 1 a+++++rra++++af:++?yf#xf#fxxr+++ta++aarr+++++++#t+ r + + S T A A D - III + Revision 23.0 + r Proprietary Program of * Research Engineers, Inc. r Date= MAR 29, 2001 + + Time= 0: 2:11 r Build No. 1007.01.02 r USER ID: bxw + r+ar aaf rarr++++++fr++r+++a+rx#++rx#xf t+ar rt+++++rt 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0,'Z (9 Zc - ?cT 'a/VS ?- ??? W, ?` p?avct-s rd T7L .<x Z - 8,44b K a Z:?C x2 =GZ k i..?3 x = 3.4V6 k 3 dz5K4-aOk /yt- O,y3xi.33 = ?' N x Il - 0-?,? X q• t x r?, u2 = O N3 CsP1LS ) oN LJ ar STAAD PLANE 3881 ROBIN LANE WALL TYPE 2 PILASTER "ROBINPIL.STD" UNIT FEET KIP PAGE LENGTH 55 JOINT COORD 1 0 0 0 2 1.58 0 0 3 10.68 0 0 MEMB INCI 1 1 2 2 2 3 User ID: bxw SUPPORT 2 PINNED 3 FIXED BUT FX MZ UNIT INCH MEMB PROP /// /G,?- S P 1 2 PRISM AX 1.0 IS 1.0 CONSTANTS ; E 3372 ALL UNIT FEET LOAD 1 MEMB LOAD 2 TRAP Y 0 -0.57 2 CONC GY -1.7 1.82 2 CONC GY -3.4 3.64 2 CONC GY -4.62 5.46 ' _- - 2 CONC GY -3.46 7.28 - - JOINT LOAD 2 FY -0.2 3 FY -0.50 PERFORM ANALYSIS Z .8S 3881 ROBIN LANE WALL TYPE 2 PILASTER "ROBINPIL.STD" -- PAGE NO. 2 P R O B L E M S T A T I S T I C S NU14M OF JOINTS/MF24BER+ELE24ENTS/SUPPORTS = 3/ 2/ 2 ORIGINAL/FINAL BAND-WIDTH = 1/ 1 TOTAL tRIMARY LOAD CASES - 1, TOTAL DEGREES OF FREEDOM = 6 SIEE OF STIFFNESS MATRIX = 24 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.00/ 2047.7 MB, EXNEM = 1963.4 MB ++ Processing Element Stiffness Matrix. 0: 2:11 ++ Processing Global Stiffness Matrix. 0: 2:11 ++ Processing Triangular Factorization. 0: 2:11 ++ Calculating Joint Displacements. 0: 2:11 ++ Calculating Member Forces. 0: 2:11 User ID: bxw 30. PRINT REACTIONS User ID: bxw 3881 ROBIN LANE WALL TYPE 2 PILASTER "ROBINPIL.STD" -- PAGE NO. 3 SUPPORT REACTIONS -UNIT NIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE-E FORCE-Y FORCE-E MOM-E MOM-Y MOM E 2 1 0.00 7.00 0.00 0.00 0.00 0.00 3 1 0.00 9.97 0.00 0.00 0.00 0.00 .*+* *******x*. END OF LATEST ANALYSIS RES ULT ************** 31. PRINT FORCE ENV 3881 ROBIN LANE WALL TYPE 2 PILASTER "ROBINPIL.STD" -- PAGE NO. 9 MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET MEMB DISTANCE FY LD MZ I'D FZ LD MY LD 1 0.00 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 0.13 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 0.26 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 ,00 1 0.00 1 0.90 MAX. 0.00 1 0.00 1 0 ,00 1 0.00 1 MIN. 0.00 1 0.00 1 0 ,00 1 0.00 1 0.53 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 0,66 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 0.79 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 0.92 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 1.05 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 1.19 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 1.32 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 1.95 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 1.58 MAX. 0.00 1 0.00 1 0 .00 1 0.00 1 MIN. 0.00 1 0.00 1 0 .00 1 0.00 1 MAX/MIN FORCES FOR MEMBER FY/ DIST LD FZ DIST LD MAX. 0.00 0. 00 1 0.00 0. 00 1 MIN. 0.00 1. 58 1 0.00 __________________ 1. __ 58 _____ 1 ___ 1,AMONGST ALL SECT LOCATIONS MZ/ DIST LD MY DIST LD FX 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1.95 1 0.00 1.58 1 0.00 DIST LD 0.00 1 1.58 1 User ID: bxw 2 0.00 MAX. 6.80 1 0.00 1 0.00 1 0.00 1 3881 ROBIN LANE WALL TYPE 2 PILASTER "ROBINPIL.STD" -- PAGE NO. 5 • MIN. 6 .60 1 0. 00 1 0.00 1 0.00 1 0 .76 MAX. 6 .80 1 -5. 16 1 0.00 1 0,00 1 MIN. 6 .60 1 -5. 16 1 0.00 1 0.00 1 1 .52 MAX. 6 .76 1 -10. 29 1 0.00 1 0.00 1 " MIN. 6 .76 1 -10. 29 1 0.00 1 0.00 1 2 .28 MAX. 4 .94 1 -14. 58 1 0.00 1 0.00 1 MIN. 4 .94 1 -14. 58 1 0.00 1 0.00 1 3 .03 MAX. 4 .74 1 -18. 30 1 0.00 1 0,00 1 MIN. 4 .74 1 -18. 30 1 0.00 1 0.00 1 3 .79 MAX. 1 .34 1 -21. 38 1 0.00 1 0.00 1 MIN. 1 .34 1 -21. 38 1 0.00 1 0.00 1 4 .55 MAX. 1 .06 1 -22. 24 1 0.00 1 0.00 1 MIN. 1 .06 1 -22. 24 1 0.00 1 0.00 1 5. 31 MAX. 0 .69 1 -22. 98 1 0.00 1 0.00 1 MIN. 0 .69 1 -22. 98 1 0.00 1 0.00 1 6 .07 MAX. -3 .93 1 -20. 70 1 0.00 1 0.00 1 MIN. -3 .93 1 -20. 70 1 0.00 1 0.00 1 6. 83 MAX. -4 .37 1 -17. 48 1 0.00 1 0.00 1 MIN. -4 .37 1 -17. 48 1 0.00 1 0.00 1 7 .58 MAX. -8 .36 1 -13. 02 1 0.00 1 0.00 1 MIN. -8 .36 1 -13. 02 1 0.00 1 0.00 1 8. 34 MAX. -8 .36 1 -6. 68 1 0.00 1 0.00 1 MIN. -8 .36 1 -6. 68 1 0.00 1 0.00 1 9. 10 MAX. -8 .97 1 0. 00 1 0.00 1 0.00 1 MIN. -8 .97 1 0. 00 1 0.00 1 0.00 1 -_---------'------'--------- MAX/MIN FORCES FOR MEMBER FY/ DIST LD FZ DIST LD MAX. 6.80 0.00 1 0 -DO 0.00 1 MIN. .97 9.10 1 9.10 1 2,AMONGST ALL SECT LOCATIONS MZ/ DIST LD MY DIST LD FX 0.00 0.00 1 0.00 1 0.00 -22.98 5.31 1 9.10 1 0.00 DIST LD 0.00 1 9_10 1 ********** END OF 32. FINISH IE ENVELOPE FROM INTRN STORAGE *****xx*xx UmV m m *xxxxxxxx##*#*x +#***##.+#x*##* END OF STAAD-III **** DATE= MAR 29,2001 TIME- 0: 2:11 **** **#**x****#**x#*x***xx*xxxxxxxx xxxxxx*xx#x*##*xx*##*xxxxx * For questions on STAAD-III, contact: * Research Engineers, Inc at Build No. 1007.01.02 * x West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * x East Coast: Ph- (978) 688-3626 Fax- (978) 685-7230 *###*##***#****i.k#****##x#xx##x##x#*****#*xxxxxxx****#x*x User ID: bxw User ID: B .W PAGE NO. xx+x+x+xxx+x+xx+++x+++++++++++xx++xxxx+rx+++++++xx * + * S T A A D - III * Revision 23.0 * Proprietary Program of * Research Engineers, Inc. * Date= MAR 20, 2001 * Time= 10:40: 3 * Build No. 1007.01.02 x * USER ID: B W fvAa TY E 3 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. STAAD PLANE "ROBIN2.STD" UNIT FEET KIP PAGE LENGTH 55 JOINT COORD 1 0 0 0 2 8.5 0 MEMB INCI 1 1 2 SUPPORT 1 PINNED 2 FIXED BUT FX MZ UNIT INCH MEMB PROP 1 PRISM AX 1.0 IZ 1.0 CONST E CONCRETE ALL UNIT FEET DEN 0.145 ALL LOAD 1 MEMB LOAD 1 TRAP Y -0.042 -0.372 1.5 8.5 PERFORM ANAL P R O B L E M S TAT I S T I C S NUMBER OF JOINTS/MEMBER+ELSMENTs/SUPPORTS = 2/ l/ 2 ORIGINAL/FINAL BAND-WIDTH = 1/ 1 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 3 SIZE OF STIFFNESS MATRIX = 9 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.00/ 522.5 MB, EXMEM = 1960.0 MB ++ Processing Element Stiffness Matrix. 10:40: 3 ++ Processing Global Stiffness Matrix. 10:40: 3 ++ Processing Triangular Factorization. 10:40: 3 ++ Calculating Joint Displacements. 10:40: 3 1 W2 W2 "ROBIN2.STD" User ID: B W -- PAGE NO. 3 SUPPORT REACTIONS -UNIT RIP FEET STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-% FORCE-Y FORCE-E MOM-K MOM-Y MOM Z 1 1 0.00 0.44 0.00 0.00 0.00 0.00 2 1 0.00 1.01 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 24. UNIT INCH 25. UNIT FEET 26. PRINT FORCE ENVILOPE User ID: B. rl. "ROBIN2.STD" -- PAGE NO. 4 MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET MEMB DISTANCE FY LD MZ LD FZ LD MY LD 1 0.00 MAX. 0.44 1 0.00 1 0.00 1 0.00 1 MIN. 0.44 1 0.00 1 0.00 1 0.00 1 0.71 MAX. 0.44 1 -0.31 1 0.00 1 0.00 1 MIN. 0.44 1 -0.31 1 0.00 1 0.00 1 1.42 MAX. 0.44 1 -0.62 1 0.00 1 0.00 1 MIN. 0.44 1 -0.62 1 0.00 1 0.00 1 2.13 MAX. 0.39 1 -0.92 1 0.00 1 0.00 1 MIN. 0.39 1 -0.92 1 0.00 1 0.00 1 2.83 MAX. 0.36 1 -1.19 1 0.00 1 0.00 1 MIN. 0.36 1 -1.19 1 0.00 1 0.00 1 3.54 MAX. 0.28 1 -1.40 1 0.00 1 0.00 1 MIN. 0.28 1 -1.40 1 0.00 1 0.00 1 4.25 MAX. 0.16 1 -1.54 1 0.00 1 0.00 1 MIN. 0.16 1 -1.54 1 0.00 1 0.00 1 4.96 MAX. 0.00 1 -1.60 1 0.00 1 0.00 1 MIN. 0.00 1 -1.60 1 0.00 1 0.00 1 5.67 MAX. -0.19 1 -1.55 1 0.00 1 0.00 1 MIN. -0.19 1 -1.55 1 0.00 1 0.00 1 6.38 MAX. -0.42 1 -1.40 1 0.00 1 0.00 1 MIN. -0.42 1 -1.40 1 0.00 1 0.00 1 7.08 MAX. -0.45 1 -1.10 1 0.00 1 0.00 1 MIN. -0.45 1 -1.10 1 0.00 1 0.00 1 7.79 MAX. -0.71 1 -0.63 1 0.00 1 0.00 1 MIN. -0.71 1 -0.63 1 0.00 1 0.00 1 8.50 MAX. -1.01 1 0.00 1 0.00 1 0.00 1 MIN. -1.01 1 0.00 1 0.00 1 0.00 1 I--------------------------- I MAX/MIN FORCES FOR MEMBER - 1,AMONGST ALL - SECT LOCAT ------- IONS -------- -- I FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD I I MAX. 0.44 0.00 1 0.00 0.00 1 I 0.00 0.00 1 a-4a 0.00 1 0.00 0.00 1 I MIN. - 1.01 8.50 1 -1.60 4.96 1 I I----- ------ 0.00 ------- 8.50 1 ---------- --- .00 ---------- 8.50 ---- 1 ---------- 0.00 ------- 8.50 -------- 1 -- m mav 03/13/2001 TUE 10:20 FAX 715 273 1468 PLUMMER CONCRETE fij001 MAR.13.2001 9:06AM CENTURY 21 HUDSON NO. P.1 To Whom it May Concern, I have been asked by Jason Deeheine Marquette Homes Inc. to certify the foundation work for a project we did for him in Eagan MN The project sddress was 3681 Robin Lane Eagan. MN. When Mr. Decheine asked we to do all of the concrete walls, I indicated to him that this would be a difficult project to say the best. With the angles of the walls and the height of the walls needed in the gear of the house it was best to pour a 10-inch thick wall supported by concrete plasters, The project presented some difficulties, I thought it was best to "over support" the structure to avoid potential problems. Not only has the concrete work at 3681 Robin Lane been done to the specif cations indicated on the construction plans, but also to the exacting standards of 1 H Dalmeiets Eng Inc H there are and questions or concerns regarding the concrete work at 3681 Robin Lane, feel free to contact me at Plummer Concrete 715-273-3481 Regards ?..? -- Joe mummer UZ/zo/Zy Ul rKl 17:01 Ma. 71D T7J 1400 rLUffiMKK liUlvtiMib 041( Or 1E Plummer Concrete inc. Poured Wall Specialist P.Q. Box 132 Ellsworth, WI 34011 3 I ypp: o? rj*ws of O?W' f?' d?!? I !x • ??' ?onNG of 6 f6 it z J "h-r hWF F 3S6o "p e . Co . W'rg a- 4 8 t, 65r-7704MIS 476 Vbt.,n At 1570Z. wits L? s €D a?'?K 1a" 0Ij Gk?- i ale t #U S &,f or 3S DD K; 6W, 14 l7-4 #W0 77e ?/ s:'Eii ? ? i C f? '..'S 3tFizi ,• - 31 [ ?lixF 9 ]i ?./ 4,{ A. !I is V ` I. V?+ T? ad 3 UAO i4T IQJUVl 715.273.3481 a FAX 715.273-1468 UJ zd/4UUL rRl 1l:u1 rAA 110 910 1400 rLLIMa ( lNlrZZLb Plummer Concrete Inc. Poured Wall Specialist RO. Box 132 Ellsworth, Wl 54011 14 tags '0/? e m/! 1-J& a k/*i L3 k4NC- (?,?,y,(? Cuuz i iA I d i 1;• R# i t: aid *'!n s s7,w lrg ds, .. .! itit7 [f+?'ip i? ,L ,l `l? 1 V Y YV??' :'' 57g i bn1 r3? 3? X fa R70'n rif u (Iai 57MA4105 ??5:"" ?.'.=5. G.? !'?,?,?fit •, 65 c.. ' i?'1.lF-?.? d,+;: ?':a d'.y.'•.'s"--; sd•:i $?e%' ?P:a. .e3. if.. S l u,l,yy 'lid W!_ ?337s?. li 715-273.3481 • FAX 715.2734468 'O?go" PAGE 1 LITTFIN TRUSS-CUSTOMER COPY WORK ORDER: 104562 Ship To: Ordered By Written By PO Number S-Number : N 3681 ROBBIN LANE Print Date: 5/17/00 EAGAN MIKE TWT 6211447 Order Date: 3/16/00 MN Sales Information Due Date: 5/24/00 W114 MAX FASCHING Sold TO:WIINTE3288 T/C Live 40 Lbs. Job Name T/C dead 7 lbs. INTER-STATE LBR.CO.-BALDWI MAROUETTE/SOEVN RES. B/C,Live 0 Lbs. 960 8TH AVE B/C Dead 10 Lbs. BOX 547 pacing' c'02=II0?O bE j BALDWIN WI 54002 .-% t-AYOUr AltACA£d Qty I I Span TC t BC 1 Family TC Lefc-OH L-Endhgt L-Cant L-Brg L-Snub Set Back Price Extend Item Label Sip 2 Sip 2 BC Rght-OH R-Endhgt R-Cant R-Brg R-Snub Each Drice Comments: 2x3 WEBS 6 32-06-00 6.00 1 ((( ICOHN I I ? I07-06.00 P 00-06.07 104-00-00 103-OB I I ( O.OOf O.OO?t ?A 1! 1 32.06.00 6.00 6.00 COMN 4 4 01.06.00 P P 00-06-07 06-00 04-00 0.00 0.00 2 Al 1 32-06-00 6.00 6.00 COMH 4 DI-06-DO P 4 07-06-00 P 00-06-07 02-08.03 Ob-00 06.00 0.00 0-DO 3 A2 1 32-06-00 6.00 6.00 COMN 41 4 01-06-00 P 01-06.00 P OO-06-07 114-08 -03 06-DO 06-00 1 0.00 0.00 4 A3 1 32-06-00 6.00 6.00 COMN 4 4 01.06.00 P 01-06-00 P 00-06-07 05-01-11 06-00 06-00 0.00 0.00 5 A4 _ t 32-06-006.00 6.00 COMN P4 01-06-00 P'00-06-07 06-00 01-06-OD PI 03.01-1,/06-00 0.00 O. DO 6 AS - 1 32-06-00 6.00 6.00 HIPS 4101-06-00 P 00-06-071 106-00 4101-06-00 P 01-01-11,06-DD 15-07.14 0.00 0.00 7 A6 Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 32-06-00 6.00 6.00 HIPS 4 4 01.06-OD P P 00-06.07 06-00 03.08 13-07-14 0.00 0.00 8 A7 Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 32-06-00 6-00 6.00 HIPS 41 4 01-06-00 P 00-06-D7 P 06-00 03-08 71-07-14 0.00 0.00 9 AB Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 32-06-00 .6.00 6.00 HIPS 401.06-00 P 00-06-07 '41 P D6-00' D3-OB 09-07.14 0.170 0.DO 10 A9 Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER PAGE 2 LITTFIN TRUSS-CUSTOMER COPY WORK ORDER: 104562 Ship To: Ordered By Written By PO Number S-Number : N 3681 BOBBIN LANE Print Date: 5/17/00 EAGAN MIKE TWT 6211447 Order 3/16/00 Date: MN Sates Information Due Date: A 5/24/00 WI14 MAX FASCHING Sold To:WIINTE3288 T i 4 /C L ve 0 Lbs. Job Name T/C Dead 7 Lbs. INTER-STATE LBR. C0. -BALDWI MAROUETTE/SOEVN RES. B/C Live 0 Lbs. 960 STH AVE B/C Dead 10 Lbs. BOX 547 Spec Ing 02-00-00 OC. BALDWIN WI 54DD2 Oty Span TC 1 I BC 1 Family ITC Left-OH L-Endh t L-Cant L-Brg L-Snub Set Rack Price (Extend Itest Label SLp 2 Slp 2I BCI Rght-OH IR-Endhgt R-Cant (R-ergI R-Snub I Set Each IPri ce I I 1 32.06-00 6.00 L HIPS 4 01-06-00-P GO-D6-07 06-00 07-07-14 0.00 0.00 11 AS 6.00 4 1 P I 03 Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 32-06-011 6.00 HIPM 01.06-00 P 00-06-D7 06.00 OS-11-04 0.00 0.00 12 AC P 03-OB Multiple Ply Truss: I - 1 ply units GIRDER DETAIL: CARRIES "801 CORNERSET 1 OS-11-04 6.00 CSET 4 0/-06-00 P 00-06.07 06-00 05-11-04 0.00 0.0 13 AO 4 01-06-00 P 06-00 1 Special Conditions: 30 TOTAL ENDJACXS 1 32-06-000[ 6 HIPS 4 101-06-00 P 00-06-07 06-00 15-11-04 0.00 0.00 14 B ! 6.00 6 p p3-O8 1 41-06-00 6.00 HIPS 4 P 00-06-07 14 0.00 0.00 15 C 6.00 4 P :1 9 9-00-00 0 Special Conditions: 32-6-0 AFTER SNUB T/C HAS BEEN DROPPED FOR 2X4 NAILER 7 41-06-00 6.00 HIPS 4 P 00-06-07 03-08 11-07-14 0.00 0.00 16 C1 6.00 4 P 03-08 09-00-00 Special Conditions: 32-6-0 AFTER SNUB T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 41-06-00 6.00 HIPS 4 'P 00.06.07 03-08 09-07-1G 0.00 0.00 17 C2 6.00 4 P 03-06 09-00-00 Special Conditions: 32-6-0 AFTER SNUB T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 32-06-00 6.00 HIPM 4 P 00.06-07 03 08 07-117-14 0.00 0.00 18 C3 4 P . 03.08 Special Conditions: T/C HAS BEEN DROPPED FOR 2X4 NAILER i 32-06-0O FLAT P 03-06-01 03.08 0.00 0.00 19 C4 P 03-08 Multiple Ply Truss: I - I ply units PAGE 3 LITTFIN TRUSS-CUSTOMER COPY WORK ORDER: 104562 Ship To: Ordered By Written By PO Number S-Humber : N Print Date: 5/17100 3681 BOBBIN LANE EAGAN MIKE TWT 6211447 Order 3 /16/00 Date: MN Sales Information Due Date: . 1 5/24/00 W114 MAX FASCHING Sold To-WIINTE3288 T/C Live 40 Lbs. Job Name T/C Dead 7 lbs. INTER-STATE LBR.CO.-BALDWI MAROUETTE/SOEVN RES- B/C Live 0 Lbs. 960 8TH AVE B/C Dead 10 Lbs. BOX 547 Spacing 02-00.00 OC. BALDWIN WI 54002 oty I I Span Tc 118C 1 Family TL Left-ON L-Endhgt L-Cant L•Brg L-Snub Set Back Price Extend Item Label SIP 2 SLp 2 BC Rght•OH R-Endhgt R-Cant R•8rg R•Snub Each Price 41 15.00.00 6.00 COHN 01-06-00 P 00-06-07 06-00 O.DO 0.00 20 D 6.00 10 P 06.00 1 1 Multiple Ply Truss: 2 - 2 ply units 3 15-00-00 6.00 COMN 4 01-06-00 P 00-06.07 060 -0 0.00 0.00 21 01 6.00 4 01-D6.00 P D6-D O 2 15.00-00 6.00 HIPS 01-06-00 P OD-O6-07 06-00 05-11-04 0.011 0.00 22 D2 6.00 01-06-00 P 06-00 Multiple Ply Truss: 2 - I ply units GIRDER DETAIL: CARRIES "D3" HIPSET 2 15-00-00 6.00 RHIP 4 01-06-00 P 00-06-07 06-DO 05-11-04 0.00 0.001 21 D3 4 01-06.00 P 06-00 Special Conditions: 6 TOTAL ENDJACKS, 3 EACH Special Conditions: SITS ON 6/12 SLOPE 2 28-11-10 6.00 SPEC 01-D6-00 P DO-06-07 06-00 08-09-00 0.00 0.00 2 E 1 10 1 P 06-DO _ Multiple Ply Truss: I - 2 ply units Special Conditions: SEE PROFILE SEE ENGINEERED DRAWING 1 28-09-00 6.00 SPEC 4 01-06-00 P 00-06-07 06-00 08-09-00 0.00 0.00 26 E1 4 02-01-07 P 06-00 Special Conditions: SEE PROFILE T/C HAS BEEN DROPPED FOR 2X4 NAIL ER 1 26-09-00 6.00 SPEC 4 O1-D6-00 P 00-06-07 06.00 08-09.00 0.00 0.00 27 E2 4 02-01-07 P 06•DO Special Conditions: SEE PROFILE T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 24-09-00 6.00 1 SPEC 41 01-06- 00 P DO.06.07 06-00 08-09-00 0.00 0.00 28 E3 4 02-01-07 P 06-00 Special Conditions: SEE PROFILE PAGE 4 LITTFINTRUSS-CUSTOMER COPY WORK ORDER: 104562 Ship To: Ordered By Written By PO Number S-Number : N 3681 ROBBIN LANE Print Date: 5117/00 EAGAN NIKE TWT 6211447 Order 3/16/00 Date: MN Sales Information Due Date: A 5/24/00 W114 MAX FASCHING Sold To:WIINTE3288 T/C Live : 40 Lbs. Job Name T/C Dead : 7 Lbs. INTER-STATE LBR. CO. -BALDWI MAROUETTE/SOEVN RES. B/C Live : 0 Lbs. 960 8TH AVE B/C Dead : 10 Lbs. BOX 547 Spacing : 02-00-00 OC. BALDWIN WI 54002 Qty Span ITC 1 BC 1 Family TC Left-OH L-Endhgt L-Cant L-Brg L-Snub Set Back Price Extend Item Label SIP 2 Slp 2 BC Rght-OH R-Endhgt R-Cant R-8rg R-Snub Each Price T/C HAS BEEN DROPPED FOR 2X4 NAILER 1 22-09-00 6.00 SPEC 4 D1-06-00 P 00-06-07 06-00 08-09.00 0.00 0.00 29 E4 4 02-01-07 P D6-00 Special Condilions: SEE PROFILE T/C HAS BEEN DROPPED FOR 2X4 NAILER 2 17-06-00 6.00 COMN 4 01.06-DO P 00-06-07 06-00 0.00 0.00 30 F 6.00 4 01-06-00 P 1 06-00 1 17-06- 6.00 HIPS 01-06-00 P 00-06-07 06-00 07-11-114 0.00 0.00 3/ F7 1 6.00 01.06.00 P 06-00 Multiple Ply Truss: I - I Ply units GIRDER DETAIL: CARRIES "G" HIPSET 1 17-06-00 6-DO RHIP 4 01.06.00 P- 00-06.07 06-00 07-11-04 0.00 0.00 132 jr 4 01-D6-00 P D6-00 Special Conditions: 2 TOTAL ENDJACKS 1 26-DO-00 6.00 HIPS 4 01-06-00 P 00-06-07 04-DO 09-11-04 0.00 0.00 33 H 6.00 4 01-06-00 P 04-00 26-00.00 6.00 HIPS 016-00 P 00-06-07 04-00 07-11-04 0.00 0_.00 34 N1 6.00 01-06.00 P 04-00 Multiple Ply Truss: I - ply units GIRDER DETAIL: CARRIES "J" HI PSET 1 26-00-00 6.00 RHIP 4 01-D6-00 P 00.06-07 04-DO 07.17-04 0.00 0.00 35 J 4 01-06.00 P 04.00 Special Conditions: 6 TOTAL ENDJACKS L 1 05-00-0 6.00 MONO 4 01-06-00 P 00-06.07 04-00 _7_1 -"` F 0.00 36 K 1 1 1 4 P 01-08 Special Conditions: HOLD . BOTTOM CHORD BACK FOR 2X4 LEDGER 1 05-00-00 6.00 HIPM 4 01-06-00 P 00.06.07 04-00 03-11-04 0.00 0.001 37 K1 L P 01-08 Special Conditions: HOLD BOTTOM CHORD BACK FOR 2X4 LEDGER r TTOmI-Mw/rcn (rnnv wnvy' nipnru- IfUZZ6'7. Ordered8y Written By PO Number S-Number N Ship To: - Print Date: 5/17/00 _-3681 ROBBIN LANE MIKE TUT 6211447 Order Date- 3 /00 /166 EAGAN D 3 1 5/24/40 MN Sales Information ate: Due W114 MAX FASCHING TIC Live 40 Lbs. Sold To:UI1NTE3288 Job Name T/[ Dead 7 Lbs. INTER-STATE LBR.CO.-BALDWI MAROUETTE/SOEVN RES. B/C Live 0 Lbs. 960 8TH AVE Dead BIC Lbs . 10 BOX 547 spacing Spa 022 - -00 -00 OC . BALDWIN WZ 54002 Qty Span TC 1 BC 1 Family TC Left-ON L-Endhgt L-Cent L-Brg L-Snub Set Back Price Extend Item Label I Price Sip 2 LL a BC Rght-OH R-Endhot R-Cant R-Br 9 R-Snub L!2 1 05-00.00 6.00 HIPM I 4 4 01-06-00 P P DO-D6-07 04-06 01-08 01-11-04 0.00 0.00 38 K 2 Special Condifions: MOLD BOTTOM CHORD BACK FOR 2X4 LEDGER 2 01-11.04 6.00 MONO 4 01-06-00 P 00-06-07 04.00 0.00 0.00 39 K3 4 P 01-08 7 03.06-00 6.00 MONO 4 01-06-00 P OD-06-07 D4-00 0.00 0.00 40 L 4 P 01-08 T 1 18-06-00 13.42 LOMN 4 1 P 0-00 0.00 41 X 13.42 4 P •• Gable Detail: Type: REGULAR GABLE Spacing: 24-00 O.C Special Conditions: HIP BLOCKING JACK 1 19-06-00 13.42 HIPM 4 P 07-09-08 0.00 0.00 42 Y ++ 4 P •? Gable Detail: Type: REGULAR GABLE Spacing: 24-00 O.C Special Conditions: HIP BLOCKING JACK 19 THD-28 HGRS 0.00 0.00 43 3 THD-210 HGRS 0.00 07o0 44 END OF WORK ORDER - TOTAL PAGES FOR THIS ORDER: < 5 > TRUSSES WILL BE MANUFACTURED TO THESE SPECIFICATIONS PLEASE EXAMINE CAREFULLY FOR ANY ERRORS -7Ln.L./ m off./w i LITTFINS Total Net Prict t " NOT TO SCALE TTF ? ---WOOD TRUSS SYSTEMS-- I -j-p0- 2to ?a 1 0 'Fp FO AkILO, 'f: ? E1)4l 1. E xy L{OCER A&Avu7 WALk- N Components: 181 Job Name: MARQUETTE/SOEVN WO: 104562 INTERSTATE - BALDWIN Customer: 1N1'ERSI'ATE/BALD WOE: Designer: TWT Checker: TWT Date: 5-17-00 9:40:42 Root Floor Lbr DurFac: 1.15 1.00 MARQUETTE - SOEVN RES. TC Live 40.0 40.0 Plt DurFac: 1.15 1.00 3681 OBB1N LANE TC Dead 7.0 10.0 Spacing: 24.0" 24.0" EAGAN RES. BC Live 0.0 0.0 Design Criteria: UBC ROOF LAYOUT BC Dead 10.0 5.0 - ..-._.. -- --- - - T L -- ?7 --- 3:0 f- V: ;06AU- 4 4 62--- - DATE 03/09/2001 City of Eagan PAGE { ADDRESS INSPECTION RESULTS Address: 3681 Robin Lane PERMIT DATE INSPECTION INSPECTED BY EA039397 03/13/2000 Footings Terry Zelenka EA039462 04/13/2000 Sewer and Water Bob Kriha EA040484 02/15/2001 Final Pibg Scott Peterson 01/0812001 Visual Plbg Scott Peterson 08/01/2000 Rough In Plbg Dirk House 05/01/2000 Underground Plbg Dirk House EA042325 10/31/2000 Air Test Mech Scott Peterson 10/11/2000 Air Test Mech Terry Zelenka 10/05/2000 Gas Service Test Mech Craig Novaczyk 08/17/2000 Rough In Mech Dirk House RESULT COMMENTS Pass Pass Pass Pass L.L. bath visual Pass Pass Pass Pass Fail Pass 1 . 41"tcitV of aagan MIRiCLaEAWIDA March 1.2001 M.1wr CERTIFIED NLAIL - RETURN RECEIPT REQUESTED MR SOPATH SOELN PAUL BAKKEN ,36• " ROBIN LAVE 7 UU E.AGAN VN 5i 122 . PEGGYCARLSON CYNDEE FIELDS RE: BUILDING PERMIT #39397 ISSUED 1/2 512 0 0 0 MEG TILLEY Dear Mr. Souen: Council Mernbets Your telephone request for an inspection of a plumbing access door to the whirlpool tub on your new home prompted us to look at City inspections records of your home. In doing so, we found the following items THO`LkS HEDGES were never inspected by the City's Building Inspections Division: Qrv Administrator . foundation • framing • insulation • mechanical final Municipal Center. In order to obtain a final building inspection and obtain a Certificate of Occupancy from the City, you will 3830 PIor Knob Road be required to confirm the following: Eagan. MV 55122-1897 foundation - verifv foundation engineering - Mona 651.631.+600 . framing & insulation - open walls to verify structural integrity and vapor barrier • mechanical final - to be done with building final Fxx: 651.681.461 TDD: 651.454.3535 You have a choice of 1) opening walls and ceiling areas to enable us to see that your home meets structural requirements, or '_) hire a licensed and bonded testing agency to certify that your home meets these requirements. If you choose item #2, you will need to mail a certified copy of the report to the City of Maintenance Facility: i Eagan's Inspections Division prior to obtaining a Certificate of Occupancy. 3501 Coachman Point Occupancy of this home will not be allowed until these requirements are met. We are asking that you contact us with your decision no later than Ylarch 15, 2001. Your anticipated cooperation is appreciated. If Eagan. MN 55 t 22 you have any questions, please call me at 651-681-4679. Phone. 651.681.4300 Fax: 651.681.4360 Sincerely, TDD: 651:O&i.8535 frT-i Terry Zelenka w ..cirvofwgan.com Building Inspector TZjs CC Tom hedges. Ciry Administrator Does Reid. Cbref Building Official : HE i.0NEUAK FREE Dale Schoeppns. Assistant Building Official Sharon Mills. Cuv Anornev l1te rv dx,lofwrgth .md ;n mth in mr PATRICK SOEUN C/O: Mendota Liquors 750 HWY 110 Mendota plaza Center Mendota Heights MN 55120 Phone: 651687-95252 or Fax: 651 687 0162 7-16-01 To: Mr. Terry Zelenka Eagan city Building inspection dept. Re: 3681 Robin Lane Eagan Dear Sir, Attach please find a final report from the engineer Mr. Bogdan Winiarczyk regarding to the above home and his recommendation attached to. I have included a letter from the builder to me, a letter from me to the builder regarding to the work in progress. I am requesting you to help explain all problems regarding to this house to the City Forest and Tree department if they need to understand more about it because due to the structure and all of the correction around this property we are unable to replace any tree as required. Any questions please call me at any time, 651 687 9252. Sincerely, Pat Soe BOGDAN WINIARCZYK CONSULTING 1558 Lakeview Curve ' Eagan MN 55122 ' Ph/Fax (651) 683-0811 Minnesota License No. 15453 MEMO DATE: July 13, 2001 TO: Pat Souen PROJECT: Residential House 3681 Robin Lane Eagan, MN Thank you for the phone call yesterday. I apologize I couldn't answer it until today, but I was very busy with some other design and inspection projects. It is my understanding that you wish to work with me to successfully complete this project. At this juncture the following action is required to expedite this process: 1. Call Mr. Terry Zelenka of the City of Eagan to find out if they accepted the engineer's final report, including the proposed outside drainage system. (Bogdan Winiarezyk (Dan) to call on Monday July 16, 2001.) 2. The Engineer should submit a proposal (with a copy to the City of Eagan) stating the proposed scope of work and time schedule. (Whom the proposal should be addressed to? Who is responsible for the engineering fees?) Based on the requirements of the City of Eagan specified in their May 7, 2001 letter addressed to you, the Engineer shall provide plans and specifications to the City for approval. 4. After the City approves the plans and specs, the Engineer should provide you a list of qualified landscaping contractors specializing in this type of work, and assist in a bidding process. A final selection of a landscaping contractor should be based on his qualifications, construction record, and cost. (Who is going to hire this subcontractor?) 5. The Engineer should perform periodic inspections, including a final inspection, to make sure that the house drainage system is constructed properly and integrated with the landscaping work as specified and designed. The final inspection report should be submitted to the City of Eagan upon the final completion of the work. 4 Page / of Job 368/ ROBIN Z,41ye Project No. Sheet- of /0/ Descript on Computed by 6W Date ?&3 PUMi N.9 R ?? /7t?S/GA/ Checked by Date (NOT TO BE writ F704 covsrxucr/cw-) Reverence rQi©Cr'?F+P.? r -A1/N. 2' 70 3';PIA, C5740e rwo 0 Rc Cmu,PS6c ?6s/? ^\ - i ! {r t( t.f ?? 2Z 6" s 7 . 1?4v 4" caiv ?s}VEM?N7' `02 one are ?: f? `1 i P r• Z i3?r?tG (tio oz. mov o i ::-TO: z" W l-r ( SYCAr 710 PAYL/GF/? SEFcrroN SOUTH S1D9 PATRICK SOEUN C/O: Mendota Liquors 750 HWY 110 Mendota plaza Center Mendota Heights MN 55120 Phone: 651 687-95252 or Fax: 651 687 0162 7-16-01 City of Eagan Department of Forest and Tree Re: 3681 Robin Lane Eagan I property Dear Sir, We build a new home in the lot above and we understand that we have to replace 4 trees in this lot after the completion of the house. We have gone through a lot of structural problem of this house cause by subcontractor's negligence. In order to get the problem corrected the engineer required us to place a retainer wall around this property and have a cement slap all around the house to deter surface water from entering in to the ground around the house. Due to this structure problem we may not able to re plant those trees as required. Please advise us of what to do and were you able to wave that requirement for us due to this existing problem. If you need more information about the problem of this house please contact Mr. Terry Zelenka at the Building inspection department he can explain you more about it. Hope that you can help us to solve this problem smoothly. Please contact me at any time in you may have any questions. Sincerely, Patrick Soeun DA \_n. f CC: Mr. Terry Zelenka, Inspection dept. PATRICK SOEUN C/O: Mendota Liquors 750 HWY 110 Mendota plaza Center Mendota Heights MN 55120 Phone: 651 687-95252 or Fax: 651 687 0162 July 15, 2001 To: Marquette Homes (Builder) Mr. Jason Decheine Re: 3681 Robin Lane Eagan Dear Sir, Thanks for your letter to me dated June 15,2001 concerning the problem existing in our home and you responsibility for the project. You have requested for my decision about the exterior of the house regarding to the drainage system and willing to pay for it in full. The reason that I did not response to you until this time because I want to see one job done right before going to the next so that no one repeat the same problem as it was in the past. Below are the final decision and thing needs to be done: A- I did contact the engineer from time to time to make sure all works done properly and correctly done. Explaining to me by the engineer it is understandable that the drain tile on the exterior of the house cannot reinstalled, see attach paper. We understand it clearly that this house was ruled out by the engineer that its foundation has no reinforce rebar inside the poured foundation and also has no drain tile on the exterior of the house as it shall be per blue print. These two items leaded to a major structure problem of the house foundation and the engineer had to find the way to make this house acceptable, safe and approved by the city inspection department. These above problems had caused by both of your subcontractors with out questions and the responsible party must deal with the consequences. In order to make it works and because they can not replace the rebar inside the concrete wall and also they can not reinstalled the drain tile system on the exterior of the house there is a substitute system, recommended by the engineer, to be installed to keep this house acceptable and safe. The engineer had recommended to have a retainer wall around the house with the drain tile, and a cement slap around the house, see attached engineer sketch, to correct the major problem of this house. This project is not for the landscape beauty but it must be done correctly to deter surface water from entering to the ground around the foundation of the house. This project is strictly advised by the engineer that it must be done by qualify professional landscaping contractor only. 2 If this propose project cannot perform correctly or unfinished this house will not be approved by the engineer and the city of Eagan. Please understand that this project is the substitute project to fix the problems above. The cost of this project shall not include or add on to the price of the house as agreed within the contract between the homeowner and the builder. The cost of this project is 100% responsible by builder or subcontractor at faults and builder shall collect all payments and make payment in full for the project. Any contractor who performs this project shall not and cannot take this 3681 Robin lane property as a lean against their bills. I am urging you to work with Mr. Bogdan Winiarczyk to complete this project. I will also ask Dan to help choose the contractor for the project. I did received his final report for the interior works done dated July 2,200 1. I will send this copy to the city of Eagan inspection department. Along with that a copy of draft proposal of the exterior of the house, the slap, the retainer wall system, memo from the engineer dated July 13,2001, Mr. Bogdan Winiarczyk, the engineer. Dan explained to me that the retainer wall by block may be difficult to construct so that he recommended the round rock style, he can explains to you later. Either one of them I have no problem with it. B- Mathew Danield Company had placed my house on lean. The job in this house was not completed and the house was not ready, we deal with this matter later. Two weeks ago I turned on the water for the out side faucet there were water leak from those pipes inside the mechanical room, not one but all 4 to 5 places dripping over me. Those are the pipes along the wall behind the water softener up against the wall. Please call them to come and redone that soon. Now you can see the moisture all around the pipes due to moisture and there were a bad leak at the time I turned on. Also for the pipe that connected to the out side of the house shall not come from the water softener exit, it should be a direct pipe, they must correct that too. Please review all necessary memos and help get the work done. The longer it continues it can be too expensive. If you have any problem or disagreement regarding to this letter please inform me in writing before July 25,2001. Your cooperation to get this house done is appreciated. Sincerely, Patrick Soeun I PATRICK SOEUN C/O: Mendota Liquors 750 HWY 110 Mendota plaza Center endota Heights MN 55120 hone.?65I 687-9625?L or Fax: 651 687 0162 5-01-001 Mr. Terry Zelenka Please find the follow document: - A letter from Jason Decheine, builder. - Certificate of Survey for 3681 Robin Lane. - My letter to Marquette homes for work put on hold. - Paper from Builder and Sub-Contractor returned to me regarding to Drain Tile questions from me. Thanks Pat Soeun ?j v%A ?(; v1 -ANA - 0, I ? oAI-? Aro _? VnalU '?'? INSPECTION RECORD City of Eagan 3830 PILOT KNOB RD EAGAN, MN 55122 681-4675 Site Address: 3681 Robin Lane Lot: 24 Block:3 10-14325-240-03 Permit Subtype: Single Family Description: Addition: Blackhawk Forest Permit Type: Permit Number: Date Issued: Applicant: Sophath Soeun (Patrick) 651-687-0162 Type of Work: New Use/Business: Building EA039397 01/25/2000 Fireplace - Final In "don T ! ? Fireplace - Rough In at i R spec ? 5 !S? 6 i It Fireplace - au test Footings Final/C.O. Foundation Stucco/Stone Framing Insulation Roofing - Final Roofing - Ice Protection Plan reviewed by Terry Zelenka. S & W Plumber is Matthew Daniels (651) 423- 3730. * Contractor is responsible for erosion control. * House #s required for final. CITY USE ONLY LOT I BL // PERMIT #: SUBD. A? ?A i??1 [;r 42?S( I RECEIPT #: ??as RECEIPT DATE: State Surcharge Total 2000 MECHANICAL PERMIT (RESIDENTIAL) crrY OF EmAN S$SO PILOT KNOB RD EA6M MN 55122 S /$/°0 651-6$1-4675 Date: / Complete this section only if you are installing HVAC in a single-family dwelling, townhome or condo under construction and not owner/occupied. • HVAC: 0-100 M B T U ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @ $3.00 ea.) $ 30.00 6.00 12.0 0 .50 $ 46.50 Complete this section only if you are remodeling, adding to, or rmplacinE an existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or replacement. New _ Replacement Furnace - Air exchanger Reminder: Call for final inspection. pI SITE ADDRESS: 3 Ro AI,J L. Other Air conditioning Other Fee $ 30.00 State Surcharge .50 Total $ 30.50 OWNER NAME: Yta<FRaC ; So C- (O tl PHONE #: AA (AREA CODE) INSTALLER NAME: '&fjDeaS%v3 V\spzrirot+ 'rioc PHONE #: 6S - y30-068S (AREA CODE) STREET ADDRESS: `` 1 t14 1o S Elt Er1 r k Ce CITY: VA0UL-k&'N STATE: LAJ I ZIP: 54O 82 SIGNATURE OF PERMITTEE L BL SUBD. APPROVED BY: INSPECTOR PERMITM RECEIPT#: RECEIPT DATE: 2000 MECHANICAL PERMIT (COMMERCIAL) CITY OF EA6AN S$SO PILOT KNOB RD EA6AN, MN 55122 651-6$1,4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: WORK TYPE: New construction Install U.G. Tank Interior Improvement Remove U.G. Tank Processed Piping When installing/removing underground tank, call 651-681-4675 for inspection by fire marshal and plumbing inspector. Description of work: Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removal/installation = minimum fee Contract price: S x 1%= $ (Base Fee) State surcharge calculate at $.50 for each $1,000 Base Fee TOTAL $ SITE ADDRESS: OWNER NAME: PHONE #: (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: INSTALLER: ADDRESS: CITY: CITY USE ONLY PHONE #: (AREA CODE) STATE: ZIP: SIGNATURE OF PERMITTEE city of eagan PATRICIA E. AWADA Mayor PAUL aAKKFN PEGGY CARLSON CYNDEE FIELDS MEG TILLEY Council Members THOMAS HEDGES Cry Admimstrnor Municipal Center, 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.681.4600 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.681.4360 TDD: 651.454.8535 w ..cityofeagan.com THE LONE OAKTREE The symbol of strength and growth in our tnmmuniry July 23, 2001 RE: BUILDING PERMIT #39397 ISSUED 1/25/2000 3681 ROBIN LANE CERTIFIED MAIL-RETURN RECEIPT REQUESTED MR SOPHATH SOEUN MENDOTA PLAZA CENTER 750 HIGHWAY 110 MENDOTA HEIGHTS MN 55120 Dear Mr. Soeun: On July 17, 2001, I received a final report from Bogdan Engineering and letters from both you and Marquette Homes Representative, Jason Dushane. As applicant and contractor for Building Permit #39397, it is your responsibility to inform the Inspections Division of a time frame to complete the following outstanding issues: • The placement of four trees on your lot. Questions relating to trees should be directed to Gregg Hove, City Forester, at 651-6814300. • A retaining wall must be put in place, or meet the 3:1 grade requirement. • Lot must be graded so water drains away from the house. Jason Dushane agreed to install the concrete per Bogdan Engineering specs. Please advise him when the wall is complete or grade meets 3:1 requirement. • Occupancy final inspection. If you have any questions regarding the above, please feel free to contact me at 651-681-4679. Sincerely, 10111, i?VT T Zelenka Building Inspector TZ/js cc: Jason Dushane, Marquette Homes Dale Schoeppner, Chief Building Official Mike Dougherty, City of Eagan Attorney City of Eagan Building Inspectors CITY OF EAGAN CASHIER: JS TERMINAL NO: 785 DATE: 08/17/00 TIME: 07:24:10 ID: NAME: ANDERSON HEATING, INC 3213 9001 3681 ROBIN LANE 6.00 2155 9001 3681 ROBIN LANE 0.50 Total Receipt Amount: 6.50 CR136025 USER ID: JAN CITY OF EAGAN CASHIER: JS` TERMINAL NO: 785 DATE: 08/17/00 TIME: 07:23:34 ID: NAME: ANDERSON HEATING, INC. 3213 9001 3681 ROBIN LANE 41.50 2155 9001 3681 ROBIN LANE 0.50 Total Receipt Amount: 42.00 CR136024 USER ID: JAN 4000citV of eagan PAFRIC(A E. AWADA Mayor f PAUL BAKKEN "! I PEG(;Y CARISON CYNDEE FIELDS MEG TILLEY Council :vfemben THOMAS HEDGES Cin' Administrator Municipal Center. 3830 Pilot Knob Road Fagan, MN 551224397 Phone: 651.631.4600 Fax: 651.651.4612 TDD: 651.454.5535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.651.4300 Fax: 651.68 L4360 TDD: 651.454.5535 w vciryofeagan.com March 1, 200t CERTIFIED YIAIL - RETURN RECEIPT REQUESTED SIR SOPATH SOEUN 36JKROBN LAME EAGAN NIN 55122 RE: BUILDING PERMIT #39397 ISSUED 112 512 0 0 0 Dear Mr. Souen: Your telephone request for an inspection of a plumbing access door to the whirlpool tub on your new home prompted us to look at City inspections records of your home. In,doin_g so, we found the following items were never inspected by the City's Building Inspections Division: • foundation • framing • insulation • mechanical final In order to obtain a final building inspection and obtain a Certificate of Occupancy from the City, you will be required to confirm the following: • foundation - verify foundation engineering • framing & insulation - open walls to verify structural integrity and vapor barrier • mechanical final - to be done with building final You have a choice of 1) opening walls and ceiling areas to enable us to see that your home meets structural requirements, or 2) hire a licensed and bonded testing agency to certify that your home meets these requirements. If you choose item #2, you will need to mail a certified copy of the report to the City of Eagan's Inspections Division prior to obtaining a Certificate of Occupancy. Occupancy of this home will not be allowed until these requirements are met. We are asking that you contact us with your decision no later than March 15, 2001. Your anticipated cooperation is appreciated. If you ha%e any questions, please call me at 651-631-4679. Sincerely, Terry Zelenka Building Inspector TZ.js cc Tom Hedges, City Administrator Dou¢ Reid. Chief Building Official THE LUKE OAK"I'I2EF. Date Schoeppner, Assistant Building Official Sharon Hills, City Attorney The wnbol of strength :uul ,?ruwth in uur Ollnmtmin• city of eagan RklRICIA E. AWADA Mayor PAUL BAKKEN PEGGY CARLSON CYNDEE FIELDS MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.681.4600 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.681.4360 *1 DD: 651.454.8535 w .cityofeagan.com THE LONE OAKTREE The Symbol of strengnh and growth in our comttumity May 7, 2001 MR SOPHATH SOEUN 3677 ROBIN LANE EAGAN MN 55122 RE: BUILDING PERMIT #39397 ISSUED 1/25/2000 3681 ROBIN LANE Dear Mr. Soeun: Prior to issuing a Certificate of Occupancy for Building Permit #39397, the City of Eagan is requiring the following: • Revised (asbuilt) site survey of Lot 24, Block 3, Blackhawk Forest • Record of final inspection and certification of covered walls and foundation as per proposal dated 3/9/01 prepared by Bogdan Winiarczyk, Consulting Engineer • Boulder wall to be constructed according to a Consulting Engineer's criterion and approved by the City of Eagan's Engineering Department • Approved final inspections of mechanical, plumbing, and electrical work performed • Occupancy Final inspection If you have any questions regarding the above requirements, please feel free to contact me at 651-681-4679. Sincerely, dZeTlerika Building Inspector TZ/js cc: Dale Schoeppner, Chief Building Official Mike Dougherty, City of Eagan Attorney City of Eagan Building Inspectors CITY OF EAAG'AN CASHIEPi 3 TERMINAL.. NO: 00i. DATEH . 01/25/00 TIME: 12:3008 ID; NAME: SOPATH SOUEN 2c^52 9220 3601 ROBIN LANE 30.00 320 9001 3681 ROBIN LANE 0721.75 3866 9379 1368! ROBIN LANE 100.00 3422 9001 3681 ROBIN LANE 1.,119.14 2275 9820 3681 ROBIN LANE 1y08::3.00 3446 9001 3631 ROBIN LANE 11.00 20S' 9001 3681 ROBIN LANE: 0.50 3743 9220 3631. ROBIN L.ANE:. 50.00 205 9001 3681 ROBIN LANE 05.00 3868 9220 3681 ROBIN LANE 492.00 CR0260 CONTINUE USER IL1: JAN k CONTINUE ?a:Y,:YFS'h,$?'FSk??!k$CWW.>k,Y%Fh'?YFMW.7k"m'.?%WAoX?K>K?kM#M' ?k*>X#1Ylk ?g --t- uJ 31 r q (,.? -.?- D;KN?i KXk%*?.? k%K*A?kkKkkkK CONTINUE CITY OF EA,AN CASHIER: 38 1'Ei.RMINAL. NOa 00i. DATE 09./25/00 'T'IME: 1004409 IDr NAME^ SOPAT'H SOUEN 37i6 9220 36BI ROBIN LANE: 114.00 370 9220 3681 ROBIN LANE:: 50.00 3365 9220 3681 ROBIN LANE (340.00 Total Receipt Amount: 5;732.39 CR1226:i2 USER ID: JAN 1.999 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN _ 7J CI •? 0 3830 PILOT KNOB RD - 55122 651-681-4675 New Construction Reguiremems D 3 registered she surveys shoving sq. ft. of lot, sq. fl. of house and all roofed areas C20% maximum lot coverage allowed) ? 2 copies of plans (show beam & window sizes; poured fnd. design; etc.) D 1 set of energy calculations D 3 copies of tree preservation plan it lot platted after 711193 DATE: - la /I.99 DESCRIPTION OF WORK: Last STREET ADDRESS: h T d oriE- 1 L a K? LOT: c !)BLOCK: SUBDJP.I.D. #: 6 ?' Lu?l= S D.F ?-k v1 PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Street Address: /?oT RemodeNieoair Requirements 2 copies of plan 7 set of energy calculations for heated additions 1 she survey for exterior additions & decks CONSTRUCTION COST: Q l? `Phone #: J ?- ?i S -®I Z City 6? CL State: Mo. zip: S's / o z Company: Phone #: (area code) Street Address: License # Exp. City State: Company: h-0 # " 4I 15 Telephone M &- SCalob Street Address:}? ?'(xJ d/?)1,: City ??dGAJr`°L State: Sewer & water licensed Penalty applies when address change and lot change Is requested once permit Is Issued. Sq aa2 -Telephone M C,5 (- ( 3-13 I hereby acknowledge that I have read this application, state that the Information is correct, and a ree to co p7Wth al ppli ble State of Minnesota Statutes and Ch of Eagsa Ordinances. Signature of AppiicaM: OFFICE USE LY -?- Certificates of Survey Received Yes No Tree Preservation Plan Received Yes No Not Required ?n Zip: Name: L&-" Registration #: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) A 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4-sea. ? 03 1 of _ plex ? 08 6-plex ? 13 16-plex ? 18 Deck ? 23 Porch (screened) ? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous WORK TYPE 31 New ? 35 Tenant Impr ? 39 Gas Line Only ? 43 Siding/Soffits/Fascia b 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Demolish (Interior) ? 42 Reroof * Give PCA handout to applicant for demolition permit GENERAL INFOR MATION Const. (Actual) 4-Q. Basement sq. ft. / v Census Code ! D/ (Allowable) 41 6z Main level sq. ft. +1 SAC Code 01 UBC Occupancy Zoning sq. ft. s ft p No. of Units N f Bld / . q. , o. o gs # of Stories sq. ft. MC/ES System Length ?y - sq. ft. City Water Width rio Footprint sq, ft. Booster Pump PRV Fire Sprinklered APPROVALS Planning Building >1 Engineering Variance Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: 12l ;-?-% 4-0 SAC Units % SAC ct; 7 - u C/L'o Valuation: rO $ 66 ft, /5s T yt?r /,5'" fir`' 5-`f = 6;-V t c. AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE State of Minnesota ) ss Affidavit of Sopath Souen (Building Permit Applicant) County of Dakota Sopath Souen being first duly sworn, upon oath, deposes and states the (Building Permit Applicant) the following: This Affidavit is submitted in connection with the building permit application made by Sopath Souen (Building Permit Applicant) for a proposed work project located at 3681 Robin Lane , Eagan, Minnesota. 2. I acknowledge and understand that Minnesota Statutes, s326.84, requires all residential building contractors/remodelers to obtain a license from the Minnesota Department of Commerce, unless otherwise exempt under the statute. 3. I am exempt from the residential building contractor license requirement pursuant to Minnesota Statute s326.84, Subd. 3, for reason(s) indicated below (check those that apply): AZa. I am the owner of the residential real estate on which the home shall be built and I will do the work myself or jointly with my own employees or agents that I am building such home as my own personal residence and intend to permanently live therein. b. I am an architect or engineer engaging in professional practice as defined in Minnesota Statutes, Chapter 326. c. My annual gross receipts are less than $15,000. d. My contracts on individual projects in aggregate do not exceed $2,500. e. I am a mechanical contractor, plumber, or an electrician, f. I am a speciality contractor, remodeler, or material supplier involved only in part of the proposed improvement to the residential real estate. 4. I acknowledge and understand that the statements in this Affidavit are made under oath and if I make any statement in this Affidavit that I know to be false or incorrect, I understand that I could be subject to criminal prosecution or denial or revocation of the building permit or both. FURTHE¢(OUR AFFIANT SAYETH NOT. Dated: r ???r . 5-? n9 c (Building Permit Applicant) k7N SoEu,V Sepath-Senen AW ?1a ca P nfI oV 2--2 (Print/e Applicant's Name and Address) MARILYN WUCHERPFENNIG ,?? NQTAAYPUBLIC-MINNESQTA MY Commission Fxpitet Jan. 3t,?A05 MNcheck COMPLIANCE REPORT Minnesota Energy Code MNcheck Software Version 2.0 Minnesota Department of Public Service 1-612-296-5175 1-800-657-3710 COUNTY: Dakota STATE: Minnesota ZONE. 2 CONSTRUCTION TYPE: Single Family DATE: 11-12-1999 DATE OF PLANS: 11/12/99 TITLE: Marquette Homes PROJECT INFORMATION: Marquette Homes Eagan, Minnesota COMPANY INFORMATION: Midwest Drafting & Design 780 Main St. Suite #2 Baldwin, WI. 54002 PH. 715-684-5660 COMPLIANCE: PASSES Required UA = 842 Your Home = 648 Permit # Checked by/Date Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------ CEILINGS: Raised Truss --------- 1621 --------- 44.0 -------- 0.0 ----------------- 36 WALLS: Wood Frame, 16" O.C. 3424 19.0 1.7 179 WALLS: Wood Frame, 1611 O.C. 495 19.0 1.7 26 WALLS: Concrete 724 19.0 1.7 40 WALLS: Concrete 600 19.0 1.7 33 GLAZING: Windows or Doors 517 0.310 160 DOORS 58 0.310 18 FLOORS: Over Unconditioned Space 304 24.0 12 SLAB FLOORS: Heated, 48.0" insul. ------------------------------------ 215 --------- 12.0 -------- -------- 144 ------------------ COMPLIANCE STATEMENT: The proposed building design,represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been des' s o ode. Builder/Designer zr-f';ous cofy ARCHNET THE ARCHITECTURAL NETWORK. INC. Greeley Square 1961 Greeley Street South Stillwater, MN 55082 LETTER OF TRANSMITTAL DATE: November 16, 1999 COMPANY: Midwest Drafting & Design 780 Main St. Suite #2 Baldwin, WI. 54002 Phone 715-684-5660 FAX 715-684-5664 ATTENTION: Pat Soey{n PROJECT NAME: Marquette Homes PROJECT NUMBER: 99-362 ITEMS: Attached under separate cover X For your use as requested Memo SEND VIA: Mail Messenger X Overnight Service Fax Number Hand Deliver Architecture Planning • Interior Design Construction Management Phone 651/430-0606 Fax 651/430-0180 email archnetmn@aol.com uanti Date Description 1 11/16/99 Energy Calculation REMARKS: Pat: Here are the energy calculation you ask for. If you have any question, give us a call. SIGNED: Uywk"i ..- Andrew Thueson cc: file • NEW HOME FIELD INSPECTION ENERGY CHECKLIST (CATEGORY 2) FOUNDATION: [ ] Exterior foundation wall insulation installed: R- [ ] Slab-on-grade insulation installed: R- [ ] Ducts in slabs have R-5 insulation bottom and sides PENETRATIONS: [ ] Window and door frames sealed ( ] Framed wall openings into attic sealed [ ] Other joints in wall sealed [ ] Dropped ceiling air-blocked (CATEGORY 1) [ ] Foundation rim joist sealed airtight [ ] upper story band joists sealed airtight [ ] Ceiling poly sealed to top of interior partition walls [ ] Plumbing penetrations sealed [ ] Exterior walls behind tub and shower sealed [ ] Plumbing vent stack sealed [ ] Chimney flues sealed at ceiling [ ] Perimeters of all grills and registers sealed to vapor barrier [ ] Electrical service sealed [ ] Recessed light fixtures sealed [ ] Wire penetrations into attic sealed [ ] Telephone, cable TV penetrations sealed [ ] Fans sealed where vapor barrier penetrated [ ] Electrical boxes sealed to vapor barrier [ ] Fan housings air sealed NEW HOME FIELD INSPECTION ENERGY CHECKLIST PAGE 2 MINIMUM REQUIREN (CATEGORY 2) INSULATION: [ ] Vapor barrier installed [ ] Interior foundation wall: ( ) vapor barrier installed ( ) Insulation installed: R- ( ) Moisture barrier installed [ ] Attic R- [ ] Attic bags [ ] Floor R- [ ] wall ( )R insulation installed: card posted with proof of installed insulation installed: insulation installed: -19 ( )R-21 ( ) R- WIND WASH BARRIERS: [ ] Wind wash barrier installed at attic edge [ ] Overhangs (cantilevered floors and bay windows)have wind wash barriers MECHANICAL: [ ] Ducts running outside conditioned space sealed and insulated with minimum of R-8 [ ] Returns in same space as furnace sealed [ ] Ducts in unheated spaces [ ] water heater has pipe insulation or heat traps installed [ ] Furnace AFUE: [ ] Central Air SEER: UPTIUNAL (CATEGORY 1) [ ] All exterior joints in building envelope sealed [ ] Residential mechanical ventilation system installed (Mandatory if one or more item in this column is checked) ----NOTES TO FIELD (Building Department Use Only) ------------------- r LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ?4 D pLACI Nwlillr PROPERTY LEGAL O W : ar V1 DATE OF SURVEY: W LATEST REVISION: ' A8" [Y C 0 DOCUMENTSTANDARDS ? O ?? ? Registered Land Surveyor signature and company tr? ? ? ? Building Permit Applicant Legal description ® ? ? Address ? North arrow and scale 3 ? House type (rambler, walkout, split w/o, spit entry, lookout, etc.) : c>/ ? ? Directional drainage arrows with slopefgradient % ? ? Proposed/existing sewer and water services & invert elevation ?? ? Street name y/p ? Driveway F t Y ? ? age Lot Square oo rq/? ? Lot Coverage ELEVATIONS Ex istina d,? ? Sewer service (or Proposed) p/ ? Property corners Top of curb at the driveway y Elevations of any existing adjacent homes ? a?? Adequate footing depth of structures due to adjacent utility trenches / Proposed wl ? Garage floor q? ? ? Firstfloor ?, ? Lowest exposed elevation (walkoutWndow) ? Property comers ? Front and rear of home at the foundation ? //n ? ? 10 ? ry/? ?? ? ? ? ? t/ ? ?O ? p/? ? PONDING AREA (t applicable) • Easement fine • NWL • HWL • Pond # designation • Emergency Overflow Elevation DIMENSIONS • Lot lineslBeadngs & dimensions • Right-of-way and steel width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements nt ng structures • Setbacks of proposed structure and sideyard setback of lace Retaining well requirements, 0 any Reviewed: March 19M CRA*4KDGPRW.FM T SURVEY' FOR: MARQUETTE HOMES N Q r JS? v \ yY O, \ SM IRON U C81J, I l " i ra16 gc%0)- 10,9- t".4, .Lar ?zr ; 13,813 sF {?I.L,? = zzgG sF 0 + 1 ? 1 j \ 1s 6` 2? ?J L?^ 2 --- - L DRAINAGE & UTILITY EASEMENT PER PLAT OF BLACKHAWK FOREST This drawing has been checked and reviewed this ,f- _ day of ?? '1000 by !O.`J ^ 181.81 (99.47) I SCHOELL & MAOSON, INC. ENpNEERS SURVEYORS • PU NERS SOIL TESTING ENWRONIAEWN SERWCES 10580 V YZATA BOULEVARD. SUITE 1 MWNETONKA MN 55305 (617) 546-7601 FAx:545-9065 /o S sF qC T? P ` ?/ j \ \ \ CO 41 e/2?li? ? 1 ?RON.?}/wry \ \TCno. 1 \ E T B?s .e?1 Js ? / On S,BJ ?. . pK V" cLod O c O P \ P.o el .k /0i P9 ? 6,1 ? \ 9/s \ 7 / 20J O 0'8J 01\ o -' d) \ / I 1 arc a 11, 0) h0 + f N P: 0 8 1 .0 A -1. h PROPOSED NG WALL ?6 /-(5 FT FRO LI 10 ? 0 .1 1 x830.D x828.9 1821.6 (821.6) ` `PROPOSED SAFETY'FEN SzLT DESCRIPTION: FEN Lot 24, Block 3, BLACKHAWK FOREST BENCHMARK: Top of iron monument as shown. Elevation = 814.38 (NGVD-1929) GENERAL NOTES I hereby certify that this survey was 1. a - Denotes iron monument per record plot. prepared under my supervision and that 2. x890.0 - Denotes existing spot elevation. I am a Licensed Land Surveyor under the 3, x(890.0) - Denotes proposed spot elevation. laws of the State of Minnesota. 4 r- - Denotes direction of surface drainage. . L . fi I ?Ae J ? 5. Proposed home is a flat lot unit. ! 6. Proposed garage floor elevotion=817.0 (drop 1 course) Theodore D. Kemno 7, Proposed top of foundation elevation=818.0 Dote: 16 NOV 1999 License No. 17006 8. Proposed basement floor elevation=810.0 ' 9. 18 JAN 2 000 Revised drainage swoles and notes. 30 0 30 60 90 Feet {/?, , / 1 CITY USE ONLY SUUD. Nc"J_h YV7L-V' r, RECEIPT #: RECEIPT DATE: -? U PERMIT # 8000 PL1JM$IN6 Puma (REsmENTIAL) CITY OF £AGAN 3830 PILOT KNOB" F.AGAN, MN 5512E 651-6$1-4675 Please complete for: > single family dwellings > townhomes and condos when permits are required for each unit > backflow preventer for underground sprinkler system I, 11 'ere PAr`H TOTAL Alterations to existing dwelling - minimum fee Describe: $ 30.00 Bath tub $ 3.00 x 2 = $ (0.00 Floor drain 3.00 x $ 3.00 Gas i in outlet ' minimum - 1 3.00 x $ 3.00 Hot tub/spa 3.00 x $ Kitchen sink 3.00 x $ 3-00 Laundry tray 3.00 x $ Lavatory 3.00 x S = $ Septic System new/refurbished ' requires MPC lic. 75.00 x = $ Septic System abandonment 30.00 x = $ RPZ new installation/repair/rebuild 30.00 x = $ Rough opening 1.50 x 3 = $ Shower 3.00 x = $ Underground srinkler if dwellin is under construction 3.00 x = $ i Underground srinkler if existin dwellin 30.00 x = $ Water closet 3.00 x = $ DO Water heater 3.00 x $ 60 Water softener if dwelling under wnstruction 5.00 x = % Water softener if e:istin dwelling 30.00 x = $ Water turnaround 30.00 x - _ $ State Surcharge 50 > > - > $ .50 Total -> > - > --.-> $ .59-00 Reminder. Call for inspections of alterations, i.e. water heaters, water softeners, etc. -•----------------- - ------- ----------------------- --- ------------- - - - • herebyacknowledge -that I have read Ws application, state that the information is correct. and agree to comply with all applicable City-of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-wayleasement. SITE ADDRESS: OWNER NAME:: Via 'ea) INSTALLER NAME: `dA7YI ej? ^ nn'1 JD STREET ADDRESS: TELEPHONE #: 6,304 (AREA CODE) / TELEPHONE #: 45-/ 1.33-1373® (AREA CODE) CITY: \i1Sn? rya rL? STATE: zip: ,55069 SIGNA URE OF PER ITTEE KOZO LP,?L 532/63 SURVEY FOR: MARQUETTE HOMES \ tip y \ \ p GSae, )S BN IRON l \ \SJ+ 1 1s3 \\ e / + h (99.47) SCHOELL & MADSON, INC. ENGINEERS . SURVEYORS • PVNNERS ML rESTNG . ENVIRONMENTAL SERVICES 10560 WAY TA Bd ARD. S'UOE 1 MINNETONKA MN 55305 (612) 546-7601 FAx:546-9065 ti ? d j? ni \ + Cy2 ??? \ IT \ ,'Ao~C \p S +SJ r \ /\ 996?? 7 O+? 10 z - /Bi)J.S tI DO ?ci y0 SJ N ;= Qo 5 (4- N/-PROPOSED RETAINING WALL 10 AYY.C-. .1 1 x830.0 x828.9 x821.6 (821,6) PROPOSED SAEi3.Y-FENCE 8J O / a + 70 0 4\??je?? ?Op e?y SO 51 ?? Foxe. .SJ \/j •6 ?J 62JJ?J o -. ?.... , ?8? / J O (827.0 x x828.3 z .9 n DRAINAGE & UTILITY EASEMENT 11 181.81 PER PLAT OF BLACKHAWK FOREST This drawing has been checked and reviewed this /,>? 7"h day of V'Di M 2 19, by A A I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the lows of the State of Minnesota. Theodore D. Kemno Date: 16 NOV 1999 License No. 17006 DESCRIPTION: Lot 24, Block 3, BLACKHAWK FOREST BENCHMARK: Top of iron monument as shown. Elevation = 814.38 (NGVD-1929) GENERAL NOTES: 1. • - Denotes iron monument per record plot. 2. x890.0 - Denotes existing spot elevation. 3. x(890.0) - Denotes proposed spot elevation. 4. - Denotes direction of surface drainage. 5. Proposed home is o flat lot unit. 6. Proposed garage floor elevation=917.0 (drop 1 course) 7. Proposed top of foundation elevation=918.0 8. Proposed basement floor elevation=910.0 30 0 30 60 90 Feet I PERMIT City of Eagan Permit Type:Building Permit Number:EA119313 Date Issued:11/22/2013 Permit Category:ePermit Site Address: 3681 Robin Lane Lot:24 Block: 3 Addition: Blackhawk Forest PID:10-14325-03-240 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 house wrap 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 - Sophath Soeun 1965 Silver Bell Rd Apt 110 Eagan MN 55122 (651) 343-8699 Sherco Construction Inc 21833 Viking Blvd NE Wyoming MN 55092 (651) 462-1226 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA140587 Date Issued:01/04/2017 Permit Category:ePermit Site Address: 3681 Robin Lane Lot:24 Block: 3 Addition: Blackhawk Forest PID:10-14325-03-240 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State 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 - Sophath Soeun 1965 Silver Bell Rd Apt 110 Eagan MN 55122 Airic's Heating Llc 2609 Highway 13 W Burnsville MN 55337 (952) 345-0032 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA150635 Date Issued:07/17/2018 Permit Category:ePermit Site Address: 3681 Robin Lane Lot:24 Block: 3 Addition: Blackhawk Forest PID:10-14325-03-240 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State 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 - Sophath Soeun 1965 Silver Bell Rd Apt 110 Eagan MN 55122 (651) 343-8699 Pronto Heating & Air Conditioning 7415 Cahill Rd Edina MN 55439 (952) 835-7777 Applicant/Permitee: Signature Issued By: Signature