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HomeMy WebLinkAbout55000110071005_Variances_05-03-20075-3-2 001^ OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that^ 01^^*752 this instrument #__I was filed/recorded ia this office for record on the_c_day of2007atlttt^ 1018752 pmWeni'Met Recorder 2__Deputyby: y.OLrecording fee _^well certificate U!L THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR VARIANCE COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER 540 WEST FIR, FERGUS FALLS, MN 56537 (218) 998-8095 Otter Tail County’s Website: www.co.ottertail.mn.us RECEIVED APR 02 2007 LAND & KESQURCE ^350 OO [•-{!! _____ _ DAYTIME PHONE 7n/ 3 ^ 9, L U ^ D ____________ Application Fee COMPLETE THIS APPLICATION IN BLACK INK Receipt Number _ Accepted By / Date I Lo(^l ^ I'MPROPERTY OWNER ^12 .<:a fA/X LAKE NUMBER -1^ Lp LAKE NAME Fx SECTION / ( TOWNSHIP / 3 'I RANGE noo cSoS cx>i> f MAILING ADDRESS GOLAKE CLASS V3 TOWNSHIP NAME C. CX HA 5(S y/ A) tkcsSi}rxE-911 ADDRESS PARCEL NUMBER ~r~/Z.C\t IiI OO'l t LEGAL DESCRIPTION /oY" // a/'tP /«? /oT 3 TYPE OF VARIANCE REQUESTED (Please Check) Misc.Sewage System Subdivision CiusterStructure SizeStructure Setback SPECIFY HOW YOUR PROJECT VARIES FROM ORDINANCE REQUIREMENTS. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. Q uuF h(ivv\ ■/Too ^ <3aJ ^OvF-C.(/ cfi<^H lt0(l( 6^ TK-»^ LiJ.ii5fcScS) boi/(G/Ac. (>)<'( be C X I Yt J J Kc. ■ ?7 ' }^Mt fific iS i UNDERSTAND THAT i HAVE APPLIED FOR A VARIANCE FROM THE REcAjIREMENTS OF THE SHORELAND MANAGEMENT ORDINANCE/SUBDIVISION CONTROLS ORDINANCE OF OTTER TAIL COUNTY. o« 5 y/)E 5cAi6u) 6o</<J^. Hio o,\ 4(f\<_6 1 ^ . “'Hv'c- I W%(i Ach; ) S’(I H^c op^<(V I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. X e ■ —_____________SIGNATURE/of PROPERTY OWNER DATE APPLICANT MUST BE PRESENT AT THE HEARING (Applicant Will Receive Notification As To The Date/Time Of Hearing) .7 00 7TTL ^ /$- //r?Date Of Hearing Time Motion After consideration and discussion, Paul Larson made a motion, second by Carl Zick and unanimously carried, to deny the variance as requested as no adequate hardship unique to the property had been shown that would allow for the granting of the variance as requested, the proposed development area has very fragile terrain features and the only identified hardship is self imposed. airman/otter Tail County Board of Adjustment Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management) / L R Official/Date Copy of Application Mailed to Applicant, Co. Assessor and the MN DNR bk 0106-001 V. Lundeen 324855 % IMPERVIOUS SURFACE CALCULATION WORKSHEET: List of Onsite (Existing and Proposed) Impervious Surfaces (must be shown on scale drawing): /?0^Ft2Structure(s): Ft2Deck(s); Ft2Driveway(s): Ft2Patio(s): Ft2Sidewalk(s): 210 Ft2Stairway(s): Ft2Retaining Wall(s): 3 0^Ft2Landscaping: (Plastic Barrier) Other:2^Ft2 321,/Ft2TOTAL IMPERVIOUS SURFACE: /3^VO Ft2LOT AREA: 4 /3gyp = .25/23,f3^0/.%X100 = IMPERVIOUS SURFACE RATIOTOTAL IMPERVIOUS SURFACE LOT AREA May 3, 2O07 Page H 4 Timothy and Lori Crompton - Denied. (8:15 p.m.) Timothy and Lori Crompton, Lots 11 and 12, Anderson Beach Addition and part of Government Lot 3, Section 11 of Scambler Township by Pelican Lake, requested the following: Does not meet 75’ lake setback. The front side new building will be 38’ from the front property pin (OHWL) on the lake side. The proposed building has storage area with possible bedroom in the future on the lower level. The two stall garage will be on the upper level. Each level will be 864 square feet upper and lower. The proposed building will be 864 square feet attached to the existing building. Need 37’ variance. The audience was polled with no one speaking for or against the variance as requested. After consideration and discussion, Paul Larson made a motion, second by Carl Zick and unanimously carried, to deny the variance as requested as no adequate hardship unique to the property had been shown that would allow for the granting of the variance as requested, the proposed development area has very fragile terrain features and the only identified hardship is self imposed. Denny and Kelly Bosek- Denied. (8:25 p.m.) Denny and Kelly Bosek, part of the South Half of the Northeast Quarter, Section 6 of Tordenskjold Township, requested a variance of 40’ from the required ordinary high water level setback of 200’ for the placement of a shed 160’ from the ordinary high water level. The audience was polled with no one speaking for or against the variance as requested. After consideration and discussion, Randall Mann made a motion, second by Steve Schierer and unanimously carried, to deny the variance as requested as no adequate hardship unique to the property had been shown that would allow for the granting of the variance as requested and noting that the applicants have substantial room to place the proposed structure in a complying location. Gary and Kim Kamrowski - Tabled. (8:35 p.m.) Gary and Kim Kamrowski, part of Government Lot 3, Section 24 of Elizabeth Township by Jewett Lake, requested the following: a variance of 19’ from the required ordinary high water level setback of 75’ for the construction of an 8’ by 16’ addition on existing deck, with storm shelter under the new addition, being approximately 56’ from the ordinary high water level. Current impervious surface coverage is approximately 29%. The audience was polled with no one speaking for or against the variance as requested. After consideration and discussion, Randall Mann made a motion, second by Steve Schierer and unanimously carried, to table, with the verbal permission of the applicants, this public hearing until the June 2007 Board of Adjustment meeting to allow the applicants an opportunity to consider possible alternatives to reduce the impervious surface coverage on the lakeside of the applicants’ property. Martin L. Toso - Withdrew prior to the meeting. Martin L. Toso, part of Government Lot 1, Section 14 of Pelican Township by Prairie Lake, requested the following: to replace a portion of existing dwelling that is 22’ from the ordinary high water level with new, construct a 26’ by 7' addition to dwelling at 52’ from the ordinary high water level and construct a new roof over all of the new construction and the remainder of the original dwelling. April 5, 2007 meeting - Dennis Ouren, Contractor, appeared with the applicant at the public hearing. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Michael Harris made a motion, second by Carl Zick to approve the variance as requested. This motion failed with Paul Larson, Randall Mann and Steve Schierer voting no. The motion to approve failed; therefore, the variance request was denied. Those voting in favor of this motion noted that the proposed development would be no closer to the ordinary high water level then the existing development. After additional discussion and consideration, Steve Schierer made a motion, second by Randall Mann to approve a variance of 60’ from the required ordinary high water level setback of 100’ for the replacement of the mobile home at least 40’ from the ordinary high water level and any new addition to equal the 17’ by 18' area must go to the back of this area. 'Notice;of Hearing for Variance Otter Taii County Government Services Center - SIOFirAveW Fergus Faiis, MN 56537 ; (218) 998-8030/998^8041 Ernaii - wstein@co.ottertaii.mn.us wvtw.co.otter-taii.mn.us Appiicant must be present at the scheduied hearing. To Whom It May Concern: ’ Timothy and Lori Crompton 512 10”'St. S. Fargo, ND 58103 has made application to the Otter Tail County ,Board of Adjustment for a variance as per requirements of the Otter Tail . County Shoreland Management Ordinance, the Otter Tail County Set Back Ordinance and/or the Subdivision Controls Ordinance. The Otter Tail County Board of Adjustment will assemble for this hearing on Thursday, May 3, 2007 at 7:30 p.m., in the Commissioners’ Room of the Otter TaiLCounty Government Services Center, Fergus Falls, MN. (Please use the public entrance located on the northeasterly side of the Government Services Center. The second left off Fir Aye.) Individuals requiring special accommodations should icdntact the County Auditor’s office prior to the date of the public hearing. The property concerned in the application is legally described as Lots 11 and 12 Andereon Beach Addition and part of Government Lot 3, Property Address - 50412 Anderson Beach Trail Section 11, Township 137, Range 43 - Township Name - Scanibler Lake No. 56-786, Lake Name - Pelican, Class - GD The variance requested is - the following: Does not meet 75’lake setback. The front side new building will be 38’from the front property pin.(OHWL) on the lake side. The,proposed building has storage area with possible bedroom in the future on the lower level. The tvyo stall garage will be on the upper level. Each level will be 864 square feet upper and lower. The proposed building will be 864 square feet attached to the existing building. Need 37’ variance. Wayne Stein Board of Adjustment Secretary Date: April 13, 2007 OTTER TAIL COUNTY Fergus Falls, Minnesota State of Minnesota ) )SS County of Otter Tail) I, Wayne Stein, Secretary for the Board of Adjustment for Otter Tail County, Minnesota, do hereby certify that on the 16th, day of April, 2007 the attached Notice of Hearing for Variance was duly served upon the individuals listed below and/or included in the attachment: Timothy T & Lori J Crompton, 512 10*” St S, Fargo, ND 58103 2602 Pelican Group Lake Improv. Dist, % Fred Manuel, 26271 Ottoson Rd, Detroit Lakes, MN 56501 Vicky Arntson, Twp Clerk of Scambler, 16606 State Highway 34, Pelican Rapids, MN 56572 Otter Tail County Cola, % John Matteson, 23674 W Silver Lake Rd, Battle Lake,MN 56515 Richard West, OTC HWY Engineer, 505 S. Court St. Suite #1 Fergus Falls, MN 56537 Terry Lejcher, 1509 1®* Ave N., Fergus Falls, MN 56537 DNR Regional Administrator, 2115 Birchmont Beach Rd. NE, Bemidji, MN 56601 Town Clerk Board of Adjustment: Paul R. Larson, 21283 County Highway 65, Henning, MN 56551-9573 Richard S. Shierer, 32117 260th Ave, Erhard,MN 56534 Carl Zick, 25850 Lida Shores Loop, Pelican Rapids, MN 56572 Randall Mann, 532 N. Ann St., Fergus Falls, MN 56537 Michael Harris, 35387 Northern Lights TrI, Richville, MN 56576-9672 Joe Maske, 14833 Lake Olaf RD S, Pelican Rapids, MN 56572 by placing a true and correct copy thereof in a sealed envelope, postage prepaid, and depositing the same in the United States Mail at Fergus Falls, MN, property addressed to each of the individuals listed above and/or listed in the attachment. Dated: April 16th, 2007 Wayne Stein, Secretary Otter Tail County Board of Adjustment -QABy: Vi Manderud BRANDT HOLDINGS CO TIMOTHY T & LORI J CROMPTON 512 10TH STS FARGO ND 58103 2602 ACE A BRANDT PO BOX 230 FARGO ND 58107 0230 PO BOX 230 FARGO ND 58107 0230 THOMAS A & KIMBERLY P NOAH 3444 BIRCHWOOD CT FARGO ND 58104 6226 LLOYD A & BETTY LARSON 1329 12THAVES FARGO ND 58103 3005 ALLEN GOLBERG 50354 ANDERSON BEACH RD PELICAN RAPIDS MN 56572 7087 JAMES & JEANA PEINOVICH 132 PRAIRIEWOOD DR FARGO ND 58103 4611 MARIAN A REITAN ET ALERLING & BETTY J OPSKAR 50400 ANDERSON BEACH TRL PELICAN RAPIDS MN 56572 7088 PO BOX 213 PELICAN RAPIDS MN 56572 0213 MATTHEW D THARALDSON 12 CORRAL DE TIERRA PL HENDERSON NV 89052 6705 WA& PEARL MSIMUNDS 637 21 STAVE S FARGO ND 58103 5320 4/12/2007LIST PARCELS IN BUFFER Parcel Number [I Name2 csz CountryStreet Addr Addr3SortnameAddr2Namel 55000110071005 [CROMPTON,TIMOTHY T & LORI J [TIMOTHY T & LORI J CROMPTON [(FARGO ND 58103 2602 HENDERSON NV 89052 6705 | PELICAN RAPIDS MN 56572 0213 FARGO ND 58104 6226 .......... lFAF^ND”'58r03’5S0 PELICAN RAPIDS MN 56572 7087 'IPARGOlwlSIOG 30^ [FARGO'nD^8T63 46i1 ^ FARGO ND 58103 2602 FARGO ND 58103 2602 FARGO ND 58107 0230 i512 10TH STS MATTHEW D THARALDSON 12 CORRAL DE TIERRA PL55000110071006 THARALDSON,MATTHEW D 55000990494000 REITAN,MARIAN A ET AL 55000990496000 NOAH,THOMAS A & KIMBERLY P THOMAS A & KIMBERLY P NOAH 55000990497000 SIMUNDS,W A & PEARL M 55000990498000 GOLBERG.ALLEN iMARIAN A REITAN ET AL PO BOX 213!13444 BIRCHWOOD CT 637 21 STAVE S ...... 50354 ANDERSON BEACH RD IW A & PEARL M SIMUNDS ALLEN GOLBERG 55000990500000 LARSON,LLOYD A & BETTY LLOYD A & BETTY LARSON 5&D60996^060nPEINOVlC^^ JAMES & JEANA PEINOVICH ssoooggoso^donops]^, erling & betty j opskar 11329 12THAVES 132 PRAIRIEWOOD DR t 150400 ANDERSON BEACH TRL 512 10TH STS55000990503000 OROMPTON,TIMOTHY T & LORI J [TIMOTHY T & LORI J CROMPTON [ 55000990504000 CROMPTON,TIMOTHY T & LORI J TIMOTHY T & LORI J CROMPTON 55000990828000 BRANDT,ACE A 55000990829000 BRANDT HOLDINGS CO '512 10TH STS ACE A BRANDT PO BOX 230 ! IBRANDT HOLDINGS CO IFARGOND 58107 0230PO BOX 230 Page 1 1 4/12/2007Buffer Mail CountryCSZAddrSStreet Addr Addr2SortnameNamelName2 iFARGOND 58107 0230 IFARGO ND 58107 0230 iFARGO ND 58103 2602 IPO BOX 230 PO BOX 230 iBRANDT HOLDINGS CO ACE A BRANDT CROMPTON,TIMOTHY T & LORI J TIMOTHY T & LORI J CROMPTON BRANDT HOLDINGS CO BRANDT,ACE A 1512 10TH STS PELICAN RAPIDS MN 56572 708750354 ANDERSON BEACH RDGOLBERG,ALLEN ALLEN GOLBERG iFARGOND 58103 3005 (FARGO ND'~581 04 6226 iLLOYD A & BETTY LARSON 1329 12TH AVESLARSON,LLOYD A & BETTY NOAH,THOMAS A & KIMBERLY P (THOMAS A & KIMBERLY P NOAH 13444 BIRCHWOOD CT PELICAN RAPIDS MN 56572 7088J1150400 ANDERSON BEACH TRLOPSKAR,ERLING & BETTY J (ERLING & BETTY J OPSKAR PEINOVICH,JAMES & JEANA iJAMES & JEANA PEINOVICH REITAN,MARIAN A ET AL !iFARGOND 58103 4611132 PRAIRIEWOOD DR PELICAN RAPIDS MN 56572 0213 ;iPO BOX 213 ;(MARIAN A REITAN ET AL PARGOND 58103 5320637 21ST AVESSIMUNDS,W A & PEARL M iW A & PEARL M SIMUNDS IHENDERSON NV 89052 6705(MATTHEW D THARALDSON 12 CORRAL DE TIERRA PLTHARALDSON,MATTHEW D Page 1 r S'^ S OQO ■<S^On Q9 o^c^.'STbt^c:) S~^Ooolf oo7< 005 Ta?( parcel Nur... aris) Drawing must be to scale. Drawing shall identify project and include the setb. ciis to aii of the existing and proposed lotlines, road right-of-way(s), ordinary high water level(s), structure(s), septice tank(s), drainfield(s), bluff(s) & vretland(s). Must also include all proposed topographical alterations. /\ ■T. ■Sf - .7/ - ^ h % Impervious Surface\ RECEIVED APR 02Z007 LAND & RESOURCE \ tt fI 1 u\ \I OJ I H-11-61vt» o r » It'( Lv \ i ’Ll oV iAv'’-. '\/a a ;.TrtI y\7 \ ■ I- 0OJy >»?t) 7-T“7»Ci I <c ly on\ V /*s.73 I (T>l ‘ r •»<Cj_>>o tHI y-x>- , -5I -Jr - i< SC-D r .Trr Ir*' *% •*'L -j I I <A X vA X V J r'l2 •»1'<Ti j jt, or ^ o ?r I ,r I - ,iii- it I------- - ~1 Ia z- rti +• IT- S ^ I* v-1 t>- *<r ( Cr r* V 2v I ><■ ^ 'Ir..^se>I2^; rO <r •fO o' r //AVdc^Z 3/r^;^D7/ r SiSnattlre of Property Owner "ate BK — 0505 322.627 • V'ctcr Lundeen Co., Printers • Fergus falls. MN • 1-800-346-4870 A Job Estimate Date: Steel-Wood Supply 1208 West Main West Fargo N D Office 701-281-0778 Mobile 701-238-1349 Customer: Tim Crompton Location: Del. Date: P. O.# Code Weight Qty.TotalPrice Each Price /MItem $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 002 X 4 PC 8ft 2 X 6 PC 8ft. 2 X 4 PC Oft. 2 X 6 PC 9ft. 30328.164 1040.52 1859.596 100 170 $0.00 $0.00 $0.00 $0.00 0$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 02x4-16 2x4-10 2 x4 - 12 2x4-14 00 00 22400.6002 $0.00 $0.00 $0.00 $0.00 30$0.00 $0.00 $0.00 $0.00 656.328 2256.128 754.7772 727.4302 $0.00 $0.00 $0.00 $0.00 2x6-16 2x6-10 2x6-12 2x6-14 165 46 38 $0.00 $0.00 $0.00 $0.00 5300$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Roofing Windows Sheetrock Trusses 01500 8500 10000 $0.00 $0.00 $0.00 2112.0224 210.042 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2x 10- 16 2x 10- 12 2x 10- 14 5 00 $0.00 $0.00 $0.00 6$0.00 $0.00 $0.00 453.6$0.00 $0.00 $0.00 2x 12- 18 2x 12- 12 2 X 12 - 14 0 00 ''T • ^ k)<-i Kt5(w *•* i i•V'. I Code: 1.17 Cost/ Cost M @ 1.081.1 Qty. Total Cost Profit Profit- 0 .0 mm 0 .0 mm n nil If II V IIII II IIn //////// \y 11111111 - /\ II II II II.> I I 11 11 I ITT \J ft ft ft ft0 0 mm 0 0 mm n ififitit 0 0 mm, ■ 0 mm 0 mm 0 mm n II If If n \j tt tt tt Itn if ft ff If\j tt tt tt ti0 //////// W ' II tt tt ttn ifififff\j tt tt tt tt 111111 iI1 I till inr \J tt tt tt tt II II II III I II II II IIV/ tt tt tt tt $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2x4 PC 8 2x6 PC 8 2x4 PC 9 2x6 PC 9 0 30 0 100 n 0 170 0 2x4-16 2x4-10 2x4-12 2x4-14 0 0 0 0 22 $0.00 $0.00 $0.00 $0.00 0 mm 0 mm n IIIIIIII \J tt tt tt tr rt IIII It II1 I II II IITT\j tt rrIrrr 0 mm 0 mm 0 mm ./N II II II II1 I Tf f FTITT \J tt tt tt tt 2x6-16 2x6-10 2x6-12 2x6-14 0 30 0 165 . 0 46 380 $0.00 $0.00 $0.00 $0.00 0 mm 0 mm 0 mmIIIIIIII 1 I II n IIII\J ttfrfrff 2x8-16 2x8-10 2x8-12 2x8-14 0 mm 0 mm • o' IIIIIIII 0 ‘ #### . II II II II1 I Tt II IITT V ' It It II II 00 00 00 00 $0.00 $0.00 $0.00 0 mm 0 mm 0 mm 22x10-16 2x10-12 2x10-14 0 mm 0 mm n IIIIII It \j tt tt tt tt . 0 ’ 0 0 5 0 $0.00 $0.00 $0.00 0 mm 0 mm 0 0 mm 60 mm 0 mm n IIII It It \J ft It tt ti 2x12-18 2x12-12 2x12-14 0 0 00 $0.00 $0.00 $0.00 $0.00 0 mm 0 mm 0 #### nil II II1 I fl tt tt tt \J tt tt ff rr 00 mm 0 mm n iiiiiiiiyj tTfrtftTIIIIIIII 1 1 Tt tt Tt tf \J TT tt tt tt 2x4-12 2x4-14 2x6-12 2x6-14 0 00 00 100 $0.00 $0.00 00 mm 0 mm 1/2 CD 5/8CD 0 mm 0 mm 0 00 $0.00 $0.00 $0.00 $0.00 2x4-12 Treated 2x4-14 Treated 2x6-12 Treated 2x6-14 Treated $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 00 0 10448 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 4x8 1/2 CD 4x8 5/8 CD 4x8 7/16 088 4x8 3/4 T&G OSB 4x8 3/4 T&G PLY $0.00 $0.00 $0.00 $0.00 $0.00 0 0 0 7054.848 144 0 0 1186.208 19 [T2788r26]Total Weight Sub Total $0.00 $0.00Tax Total $0.00 /Ml prices FOB Job Site Thank You iIi3 i I2! : :ii 1;Scale;DajteiProj. » ^ I i Q~?ol G I DesignecJiby VIA'bj / S'/o 7!“T~|i SANDMAN CONSULTING PC □ i STRUCTURAL ENGINEERING ' ' : 810 |fOURTH AvjENUEi'SOl/TH St|(TE 106 —^ , MOcIrHEa'p Mn! 56560 '■ | | __ PH 2|l8-227-00:22 I FX2l8i-227-0024, :!!i Job TiHe; ^ ^ ^ ‘ I I : ■ I CU>^i?ro'^ M tC ■ AQOilTtot^\ Sheef o!fi;Ii A i 5c>jcuy^:STPuC-p->tCT UJT.. ! )l ; i !I !ii;!i\/ViDd!LIii::!iiIIiI !017 !!IC»F! vSic.3:^ ;------;-------!-------i— ii. lO C> :i ;i!I :I.i-I :i i III:!1 !;A!i H v6o'J'') :;(32^’o")(lio pc(^):i!::;I B 7i : gu'U!i;I !I ;i. , ,I !i i -=i f/9E-8co fe s I i I ^ i : i ! ■ ‘ ■ I !ii!;;i c ! ;i!i;;i!:.1i i ;!i!I iiiI1fi;;;i , iiI !;!:!IiIiIiI':C i i krC' of1 ;i I11;;i ;•:;pOt2rJCvC|.rio^J Jcat-ic-. 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Ldiotli0 UJ u QzlOtliO(Ko t-9'‘l2'-3"3’-fe"g'-o" 5;s| S z ® 3 ^ vD P 2115s 32'-&" SECOND FLOOR PLAN SCALE: 1/8" • I'-O" ul R 0-m O Q.I- O zj <03<0 siia l!iil ii5i| i iMt I >l!lp o hilfi ri i=“3S5s « Blips I a ° a u 2Pi|°5 ifAn liidgs o 3 <1 0) D U 3&'-0" 32’-fe"3'-&” l4'-0"l8'-fe" t-O"T-O"5’-3"l3'-3" K V-o" 9 r-iv X ^‘-o‘ °-V .s 9 29 52BEDROOM »l BEDROOM »2■D ^ 5 ? ’i rl t- - = 51 f§ 8 s§ i 9 |- ■—ir 9'-l 1/6" CEIUN3■s 9'-l l/B* CEILIN(32 '■i K:;9b ttl.I.C. 7-6* 7-6*A !iy o Nri'i 2?3-0'9Q<p inDoSINK 2g-uiasmer dryer • ROOM3dM i/a* CEiuNiiMECH. ROOM 6TORA(SEs'-i i/e* cauNta a 9’-l I/a* C0UNO©oQjDI TUB/SWWEB •EXISTINO BUILPINO ELECT, Pi^NB. Z o Q. EO (K o9*=:E£H til o D 111oO'o 32'-0" UJ (0iif2si?9 S 2 z s ^r OR ®v3 P - 9 ><§i£2 MAIN FLOOR PLAN SCALE: i/s“. r-o* y u{ R 0-m O Q_I- O Z5 d)3<D \,sliK •4 I- Og p o o « 2urni!iii i?5i| 2 isss|5p 35dr°^ ii P^fii It Z z ^ ® O ^ a: p?°?|g" imji ?3Sg95^ ai-iiiD Sgsill iilElSi 36'-0" 3'-fe"32'-fe'' E i0'-fe“\4'-0" “ 3 lu S S ° IHMi^pai >- <a S <1 ID O ♦, ■>. *-4 .. «>. *4 .- >,4 .,.: ♦ -A .'' ,j ., ■..............'io'4"..........9s'^ 9 *74 »..^4T * „ . .Z >7s ',..^4 .* • rib ;•< 9ba ILb9UNEXCAVATED 5-^ o ^ - ui 2^ 1 *>Q SLAB ON GRADE in •< 4‘-0"i.3'-0 25'-fe" H < m O <<l O -J O' a Q lO E O Q. t9_____•b'• tN9*>,.^4. 4 >.oIN«in V*.•<1................. i:^7 ,9 Vfo' <Pff\ * >i >;<I UNEXCAVATEP9 <p.r 9 (piitii i SLAB ON GRADE iEXiSTtNa BUILPINQ * ^ - r7''v r '■ :•* .. - r r •■ :♦:,.r ■.. .r-'»A O (L■i Z oa.b u 5*QtO til oo< z 0 lf>UloQLO ' 32‘-0“r SSf z z ® j.eO'S® ^ O P ^!S “f P« 2 lii - l- S ■ « S p X§§S2 FOUNDATION PLAN SCALE: t/fl' . I'-O' >- ui Rm R Q-I- O rs ^3^ \ >riI■ f- ■is Si « O ° S sHili iSiii ihll a igS||5 < oJSpOg1 5 SllE 2 pil I I* mmPill! I i IS ? & ;“s§*“ imu 5 JII U)U) BONUS ROOM o'i QL QC 9 r- ■—Q:II m -? -i f l yID:i .. lU 2 !^. < Q. gy§ I E-O Q Z T.!t !r 1<5ARA(5E >9 I II M II II II FLOOR^VlbEtrBT-QUINER n M II M II II Mi?0 i 1UJ.I.C.■■? <«■<P EH EH ji II • III 9PI ZO CLZo U□□E.O'o tiiCHoo£<Q z <nUiO O' .o ' CROSS SECTION SSf Z Z s 5 SCALE. I/B' • I’-O' f 2 Or® J: '3 P = p ® !n O X§§52 t 3!!H y uj R ^m O Q_H- O Z3 <03^ V- ■ Drawn By: MO 3ns 107Date:32-6*32-6’GENERAL STRUCTURAL NOTES:18’-6*14-0"18-6’14’-0’e.1. THE GOVERNING BUILDING CODE AS APPROVED AND AMMENDED BY THE STATE OF MINNESOTA. 2. THE CONTRACTOR SHALL CROSS VERIFY ALL CONTRACT DOCUMENTS. ELEVATIONS, DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK. DISCREPANCIES SHALL BE NOTED TO THE CONSULTANTS IMMEDIATRY FOR REMEDIATION. Project#: 0701G1’-0"8’-6’6’-0’1’-0’6-0"6-0’6-0’ 4 I aAB BEAMToS21’-0’9 12CF2 Revisions:T.O. FTG. EL=96’-0’ 6’ „S2 S2oI / 43. SPEanC NOTES AND DETAILS SHALL PRESIDE OVER GENERAL NOTES.#DateF2T.O. FTG. EL=96’-0’o\1I--------------1 r /4. THE STRUCTURAL DRAWINGS REFLECT THE COMPLETED STRUCTURE. BRACING, SHORING. AND PROTECTION DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CN1I ri_1 oJS5. THE STRUCTURE SHALL NOT BE LOADED WITH CONSTRUCTION MATERIALS AND EQUIPMENT THAT EXCEEDS DESIGN LOADS. CONTACT ENGINEER IF POTENTIAL OVERLOAD CONDITIONS MAY OCCUR. 6. SEE MECHANICAL. ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR ALL OPENINGS AND INSERTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. IV5 <D3’-4’9S24 FI S2S2 (Do T.O. FTG. EL=98’-0’I oF2 o*in I IT.O. FTG. EL=98’-0" CM7. PENETRATIONS NOT SHOWN ON THE DRAWINGS MUST BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING THROUGH STRUCTURAL ELEMENTS. 3 CM<Di S2 tNIo.o E17o8. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL ELEMENTS THAT EXTEND THROUGH FOOTING, SUCH AS DRAIN TILE, CONDUIT, PIPING ETC. COORDINATE SLEEVES WITH ENGINEER. SLAB(D 1 i 1 oIy 5E rsj fNI Q. I oo c »“ ’4—* S2 10 LU O)F2 S2 9. INJECTION ADHESIVE ANCHORS NOTED ON PLAN OR DETAILS SHALL BE HILTI HIT HY-150 MAX (OR HILTI HIT-ICE HY-150 FOR COLD WEATHER APPLICATIONS) STANDARD ANCHOR RODS SHALL BE USED (U.O.N.).“i to oo(£>OII cLUons«oCO o O UJ VOfc—> rsi S^ fNJ S 8 ® CO CO EcsCN LJ ■oF2 5-6’ oCO Z16<II CODESIGN LOADS:»-*»-•I-*IUJ14S2z§ u z z 1 § s I ^ O 22 O X E 00 S a. <u .1 o o ooooS2 Q1. FLOOR LOADS:LIVE DEAD X o o oCOto•3 fOFIXSIM^XTYPICAL STAIRS 100 psf 85 psf100 psf 20 psf o o o o <C h“ to to B BCO13 COII17foS22. ROOF LOADS:DEADUVE S2 o10 IXFLAT ROOF (SNOW) * GROUND SNOW LOAD IMPORTANCE FACTOR EXPOSURE FACTOR THERMAL FACTOR Pf = 42.6 psf 20 psf Pg * 25 psf Is = 1.0 Ce = 1.0 Ct = 1.1 (HIP ROOF) oB27 S2S2 CM TYP.I OF 3F3 EXISTING STRUCTUREEXISTING STRUCTURE * PLUS DRIFTING AS REQD. f T ___^V V3. WIND LOADS: BASIC WIND SPEED (3 SEC. GUST) 90 mph WIND EXPOSURE CATEGORY ’B’ Iw = 1.0 8 912 S2 II if 8 ill IMPORTANCE FACTOR S2 S2 e APRON4. SOIL DESIGN PRESSURES:BEAM SUB. T-0’. 1-0"I’-O’CMIAT-REST PRESSURE PASSIVE PRESSURE EXTERIOR SURCHARGE 60 PSF 250 PSF 100 PSF oo 5-10"6-0"6-0’6-0’6-0’CO Q! ■a *0 S f3 ^ g< s w i 21 Sc « *3 I1 |ib ^ 'S eg «g 2-0’6 31-10’ S2 "7 TYP. 11’-0’5-6"11’-0"4’-4*FOUNDATION NOTES:Cyy 11§^2 S I I ^(-(cSfcCQ c£ <n Q 1. FOOTINGS ARE DESGNED FOR AN ASSUMED AaOWABLE SOIL BEARING PRESSURE OF OF 1500 psf. THIS VALUE SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. PROTECT FOOTING EXCAVATIONS FROM WATER. MOISTURE. OR ROST INRLTRATION. 3. PRIOR TO PUCEMENT OF FOOTING CONCRETE, aEAN FOOTING EXCAVATIONS OF SNOW, WATER, MUD, DIRT AND DEBRIS. 4. BACKRLL, & COMPACTION SHALL BE INSPECTED AND TESTED BY A LICENSED GEOTECHNICAL ENGINER OR QUAUFIED HELD TECH. SUBMIT REPORTS TO THE ENGINEER. 5. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. WATR INRLTRATION SHALL NOT BE ALLOWED. 6. BACKFILL SHALL BE PUCED IN ALTERNATE LIFTS ON EACH SIDE OF THE FOUNDATION WAaS FOR STABIUTY. 31-10" E GARAGE SLAB FRAMING PUNFOOTING & FOUNDATION PUN T.O. FOOTING ELEV. = 99-8" (U.O.N.)Va" = r-0"T.O. STL ELEV. = 109-4)^" (VER.) (U.O.N.) T.O. SLAB ELEV. = 109'-10)^" (VER.) (U.O.N.) Ya” = 1 -0" KEYNOTESPLAN NOTES 1. SEE DETAIL 1/S2 FOR STANDARD FOUNDATION DETAILS. <T> 4” SLAB ON GRADE R/W #4 @ 1-4" E/W OVER 6” MIN GRAN. RLL & 10 MIL VAPOR BARRIER. T.O. SLAB EL = 100-0" <2> S.D. 3/S301 FOR INSUUTION REQUIREMENTS FOR SHALLOW FROST PROTECTED FOOTINGS <3> 6" CONCRETE DECK R/W #5 @ 1-0" E/W T&B T.O. SLAB EL = 109’-10J&" (VER.) FOOTING SCHEDULE CONCRETE NOTES:LONG. REINF.TRANS. REINF.REMARKMARK SIZE THICKNESS FOOTING STEPS SHOWN ON PLAN ARE FOR REFERENCE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE 5-0’ MIN. COVER TO B.O. FOOTING. 2.(2) #52-0’ CONT.I’-O"FI1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPEOnCATIONS, UTEST EDITION. AQ 301 ’SPECIFICATIONS FOR STRUCTURAL CONCRETE* Aa 315 "DETAILS & DETAIUNG OF CONCRETE REINFORCEMENf AQ 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 2. CAST-IN-PUCE CONCRETE STRENGTHS (28 DAY) FOOTINGS EXTERIOR FDN WALLS INTERIOR FDN WALLS INTERIOR aABS EXTERIOR SUBS STRUCTURAL STEEL NOTES:#4 Q 2-6’ O.C.(3) #53-0’ CONT.I'-O*F2 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED PER AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) REQUIREMENTS. 2. MATERIAL QUAUnCATIONS: SHAPE (11) #5 9 1-0" O.C.lO’-O’ CONT.1’-4"T&B MATSF3 UJ 7 SoSCPC NOT RESPONSIBLE FOR STRUCTURAL FRAMING NOT EXPLIOTLY DEPICTED; INCLUDING ALL WOOD FRAMING AND/OR ANCHORAGE OF WOOD FRAMING TO FOUNDATION. 3. GRADE ASTM Fy = 50 ksi ASTM A992 Fy = 35 ksi ASTM A53 GRADE B Fy = 42 ksi ASTM A500 GRADE B Fy = 46 ksi ASTM A500 GRADE B Fy = 36 ksi ASTM A36 Fy = 36 ksi ASTM F1554-99 MELDING SHAa CONFORM TO THE AMERICAN WELDING SOCIETY (AWS), AND AISC. oW, S, AND M SHAPES STANDARD PIPES HSS PIPES HSS TUBES MISCELUNEOUS SHAPES ANCHOR BaTS/ RODS |o K= C/> lUX z 3000 PSI 4000 PSI 4000 PSI 4000 PSI4000 PSI (AIR ENTRAINED) OPTIONAL ADD SKA SWELL-S WATERSTOP AT ALL KEYWAYS AND/OR CONSTRUCTION JOINTS TO WATERPROOF CONCRETE JOINTS. 4. UJ Q 3.3. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING LABORATORY 4. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN INDEPENDENT TESTING LABORATORY, SEE SPECS. bNSPECIRED SHALL BE CONTINUOUS RLLETS WITH A MINIMUM SIZES PER MATERIAL THICKNESS. STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL RELD WELDING REQUIREMENTS. COVER STEEL SURFACES WITH ASPHALTIC BASED ROORNG COMPOUND PRIOR TO CASTING CONCRETE AROUND COLUMN BASES. BEAM CONNECTIONS SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION (ASD) LATEST EDITION, PART 4; TABLE II & III. UNLESS NOTED ON PUN, CONNECTIONS SHALL BE SIZED TO SUPPORT 1/2 UNIFORM LOAD CAPAaTY USTED IN PART 2 OF THE ASD. BOLTS TO BE MINIMUM A325 (U.O.N.), ELECTRODES TO BE E70XX. STEEL DECK SHALL BE FABRICATED IN ACCORDANCE TO STEEL DECK INSTITUTE STANDARDS (SDI). 4.ILita >-o5.5. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED, BILLET-STEEL, ASTM A615, U.O.N. 6. WELDED RONFORaNG STEEL SHALL BE GRADE 60, LOW CARBON, ASTM A706. 7. PROVIDE EXTRA R0NFORCEMENT AROUND ALL OPENINGS GREATER THAN 8" SQUARE OR ROUND. PROVIDE (2) - #5 BARS © 3’ O.C., AT EACH SIDE OR CORNER OF OPENING EXTENDING MINIMUM 18" PAST CORNER OF THE OPENING. PUCE 2” CLR FROM OPENING. O zZu-6. C/> Oz o7.lUQ O O8.Q.< <C%9.8. REINFORaNG STEEL SHALL BE BENT, SPLICED, AND PLACED IN ACCORDANCE WITH THE AQ 301 (UTEST EDITION). 9. SEE DETAILS FOR REINFORCING UP SPLICE SCHEDULE. 10. UNLESS OTHERWISE NOTED ON PLAN OR DETAILS, LAP THE FOLLOWING BARS AS DERNED IN LAP SPUCE TABLE ABOVE. UJ10.S t=<o OOPaU<11. CAST DOWELS, WITH STD 90 DEG HOOK, IN FOOTINGS FOR CONCRETE PIERS AND WALLS ABOVE. DOWELS SHALL BE THE SAME SIZE AND NUMBER AS THE VERTICAL REINFORCING. (U.O.N.) 1Z SUPPLY 100 FEET EXTRA OF #5 REBAR FOR MISC. PUCEMENT AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL INCLUDE UBOR ALLOWANCE FOR PUCEMENT.PLAN Drawn By: MO 3/15/07Date: COMP. BARStenson bars Project#: 0701G2 X 4 BEVELED KEYWAY LAPSPUCE 'SE SCHEO Tfc = 4.000 PSI I fc = 5.000 PSI fc = ALLfc = 3.000 paBAR 6-0’TOPTOPREGULARTOPSZE ENaOSED WITH TIES ■. SPLICE 7HOOKED DWL 0 EA HORII BAR OPENCLASSCUSSCLASSCUSSCUSSCLASS SEE SCHEDCCBBB CBCBCBCGR lJ ■• ■t Revisions:'■Q. <2H12*12*12-14*12*12*14*12*12*14*12*12* 12*12*40 o. • •* TT1#3 SE PUN FOR WALL THICKNESS AND REINF 12*12*21*12*15*16*21*•16*21*12* 15*15*16*12*60 •CORNER BARS TO MATCH HORIZ. WALL REINF. V.12’12*15*19*19*12*14*15*14*19* 12*14*15*12*#40 Date#4 CLR -I ■ ■ SEE PLAN13*15*22*29*20*1^’ CLR. -| (TYP.) 22* 29*16*20*29*16*20* 22*<• ' s Irr16*f K60 --412*13*24*ir ir 18*18*Tr 24*17*18*24*13*ir40 • •#5 COUNTERFORT REINF.: #5 d r-0’ O.C. E/W E.F., DWL AE INTO FT6 AND WAE H SE PLAN ±1.16*19*26*36*27*20*2T 36*26*20*27*36*20* 26*• ■60 . •<-• 4 ^ .47 '4. . •. ■ « -WALL CONSTRUCTION JOINT 419*44 • 'SJ23*43*33*23*31*a .33*43*-»■ ■31’23*33’35’46’25’60 <#6 #5 © 1’-0’ E/W E.F.^,4 «.4 • a■ 4 _4<4 - ^4' .4 •«. 'A •4. ? ■...•- 4'.j-LiJ22*26*38*50*2r 36*o41’54*30*39*45’48’62*34*a.r~\r.\#7 60 o UJ 5 •7Z3 4-_4H fc)■ • Q.4. 4 -25’30*64’■TYP. WALL REINF. EE DETAILS 46*49*71’35’in55’39*51’Vi82*45’59’63’460 V_#8 I.4 • .4.4-8’2 X 4 BEVEEO KEYWAY 2 x6 BEVEED KEYWAY a.UJ 4 4 •■ 4 •:3 Ui ^43* aR.-> (TYP.) 4 . •c •434*28*3/4’ SMOOTH DWL © 1-6’ O.C. GREASE ONE END 62*81’CO90’44’58*469’104’ 49’65*80*sr 74*60 SLAB SEE PLAN ■ %■y C3 DWL © EA. VERT.4. k •^ : -•4<7 . •4 mA4' 4 (2) #5 © 3’ O.C. ^ DIAGONAL E.F., DWL ALL INTO FTG AND WALL -.4 «32’103’ 38’78’115* 56’73*88’101’ 132’ 63*82’• -72’95’60#10 . ♦ A.. - • :•SE PUN FOR SLAB THCK, REINF. & ELEV DWL © 1-4” O.C. d'. .<4-•4 5 V 4 ■V35’126* 42’• <'■ -X'96*108* 141’ 69*90*116" 124’ 163’ 77’101*89’.A.60#11 •FTG. THICKNESS 4^ ■ • u 4.> .4 V- 7^a ¥—J ..XPLAN ^•7■\NOTES:1. TOP BARS ARE ANY HORIZONTAL BARS PUCED SO THAT MORE THAN 12* OF FRESH CONORETE IS CAST IN TIC ICMBER BaOW THE REINFOROEMENT.2. IMESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAM^ SLABS AND WALLS SHAa BE CLASS *B“ TENSION LAP SPUCES AM) LAP SPUCES W CONCRETE COLUMNS SHALL BE COtTRESStON LAP SPUCES. ^ . -•f.. .L3” CLR. (TYP.)rsi PUN THICKNESS PLUS 2’ o2X4 BEVELLED KEYWAY 5 EoV .oIyP6’-7K6”^•w « rvi %j fNI Q. I 00 c ^ -5 £ -.-.^5-a .'0.LU» •FQQTIHG CORNER •.V r- LU cnFOOTING STEP A ■WALL CORNERa AR CONSTR. JT.WALL INTERSECTION •^4.RFRAR SPLICE SCHEDULE 4. •4. OSEE PLAN FOR FTG THCK. REINF. & ELEV LOFOUNDATION STANDARD DETAILS oCDv_i'o1 IJ LU co0Irtfo•“ O LU COt: ^ _^ CD rsi 5 ^ rsj S Z Z § @7 ^ ret s I'T i 2 8 S 100 s s » <N ES2/z" = 1 '-0"SHEAR LUG W/ #5 STIRRUPS © 1-4’ O.C.LJ ■oX'.' <4-4’. 1’-4*4-4’h-KJLU/y /LJQ FDN WALL/COUNTERFORT DETAIL < h-LO CO 2 >$■’ = r-0"S2 I#5 © I’-O” E/W EXISTING STRUCTURE EXISTING STRUCTUREf CLR.6” •s8’SEE PLAN FOR SLAB THCK. REINF. & ELEV SEE PUN FOR SUB THCK. REINF. & ELEV ■V£4’u8*2-6’f■4’BON) BREAK^ DWL © 1-0”. EMBED INTO EXISTING FTG 6’ WITH HlLTl HIT lY 150 MAX ADHESIVE. TYP. r SEE PUN FOR SUB THCK. REINF. & ELEV /#4 DWL © 1-4”. EMBED INTO EXISTING FTG 6” WITH HILTT HIT HY 150 MAX ADHESIVE. TYP. SEE PUN FOR SUB THCK. REINF. & ELEV I T.O. SUBo; rEL = SEE PLANr-? 'FDN WALL SEE PUN #5 0 1’-0’ E/W I.F.-A.II ftN:2’ STD. (GALVANIZED) PIPE W/ 1/2” HSA © 1’-6‘^ O.C. (STAGGERED) VERIFY DOOR CENTERUNE W/ DOOR SUPPUER CM CMDWL © 1-4’ O.C.311=DWL © 1-4” O.C.I I REINF #5 © 1’-4” E/W 3/4’ SMOOTH DWL— © 1’-4’ O.C. GREASE ONE END 1 C4 V43fiR-12 RIGID INSULATION DWL© EAVERT.^OWL© EAVERT.-:3113 SEE PUN FOR FTG THCK. REINF. & ELEV[1=1 4 X • ’SS'SI ■3 2x4 SHEAR KEY. . ^2x4 SHEAR KEY-SEE PLAN FOR FTG THCK. REINF. & ELEV SEE PLAN FOR FTG ^ THCK. REINF. k ELEV #5 DWL © 1’-0’ O.C.SI A ■IIIE 4- ■FDN WALL SEE PUN 4-4-::!)!-4 54 s§• .. «4 .•- aA A CO EXISTING CONN.FDN WALLFDN WALL EXISTING CONN.FROST PROTECTION nil i 5 s-g f f £ & i w 8 3pill FDN. WALL @ APRON56473 88§/i" = 1 ’-0”/i" = 1 ’-0"S2S2 S2 }i” = 1 ’-0">$" = 1 '-0"S2 S2= r-0"Xi” = r-0"oS2 ¥ if iJO 3 HH ^#5 © 1’-0’ E/W STRUCTURAL FRAMING ABOVE BY OTHERS 6* (VER.) ,STRUCTURAL FRAMING ABOVE BY OTHERS SEE PLAN FOR SLAB THCK. REINF. k ELEV STRUCTURAL FRAMING ABOVE BY OTHERS SEE PUN FOR SLAB THCK. REINF. k ELEV 56’ STIFF I EA. SIDE SEE PUN FOR SUB THCK. REINF. k ELEV EXISTING STRUCTURE 3-SEE PUN FOR SUB THCK. REINF. k ELEV DWL © I’-O” O.C. SLAB ON BOTH SIDES SEE PLAN tV Z.6x4x5(6” W/ 56’^ ADHESIVE ANCHORS © 1’-4” (5’ EMBED) & X 4” HSA © 1’-4’ W/ 8" OFFSET FROM ANCHORS 56’ STIFF lt-\ EA. SIDE ^DWL © I’-O’ O.C.'Ci:STRUCTURAL FRAMING ABOVE BY OTHERS ■t—' -..'Q •^ A .y —.i .T idir2—i-j cc^ m •-»< -4==%HOOKED #4 DWL © 2’-0’. EMBED INTO EXISTING 6’ WITH HlLTl HIT HY 150 MAX ADHESIVE. TYP. ,2x3 SHUR KEY 1(2) #5 E.F.- W/ HOOKED VERT BARS / FDN WALL SEE PLAN 2x3 SHEAR KEY 31^5’ft .CM T.O. FDN WALL. 5 ¥CMSTL BM - SEE PUN X 3” HSA © 2’-0” O.C. t 56” X 4’ X 8” ^ W/ (2) )6’0 X 4’ HSA. STL BM - SEE PUN K 56”0 X 3’ HSA © 2’-0” O.C. 56’ X 5’ X 8" W/ (2) 56’0 X 4’ HSA. V.EL = T.O. SUB FDN WALL SEE PUN t ft ■ • 00 V Of^#4 CONT.FDN WAU SEE PLAN FDN WALL SEE PLAN (•o J FDN WALL SEE PLAN 6”FDN WAU SEE PLAN 3I8’EXISTING 8’ CMU WALL, GROUT SOLID AS REQUIRED cj:>icpL4. .,8”,y Oi to J BEAM BRG. DETAIL/^CONN. DETAIL 5EAM BRG. 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Ji _ , J22t ZL*a<;4-J2*A*y^ ------------- _ ........................ ... .^-UAjjl't*»«k», -------~ --------------- c^ —----------_ C »,cJj«, .^wA Uj-O" ^\jih-t-^^^ ___ j.. ..,^Wi. . ^ ............. --------- />y>'^xj^Xrr*X<X__4^ 3 ......___ /V»r,*^22^ # ^i >4^. ..I ^ » » I i i VUi i » I » I I t: /"•■>' r;r onifAssoointe:j _£__^ i__ _____ e n g i n e e r s ■Qeteb^4V3Q66 t\i architectsTimothy T. Crompton 512 10* St. south Fargo, ND 58103 incorporated received OCT 1 02006 LAND & KESOURCE RE: Tim Crompton Lake Property Pelican Lake, Minnesota LJA Project No. 06235 Soil Data From Midwest Testing and soil sample analyzed on September 28.2006 Equivalent Fluid Pressure= 100 lbs per cubic feet Soil friction angle= 10 to 15 degrees Soil type=clayey sand (not free drained) Proctor Weight^ 120 Ibs/cubic foot Walls below three feet in height: No modifications required. Walls three to four feet in height: Remove cap and block to a depth of one foot above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install weep holes as required. Wall four to five feet in height: Remove cap and block to a depth of one foot above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install second layer of geo-grid of three feet above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install weep holes as required. Sincerely, LIGHTOWLER JOHNSON ASSOCIATES INC Troy TooX PE. Vice President ;700 Main Avenue • Fargo, ND 58103 ‘.Phone (701) 293-1350 • Fax (701) 293-1353 www.lja-1 .com 1 u)/) LlS j^,x ly^e CTdOi^fJQ I Mi s/icf TiiC: p^->a'n-^ .OF WF LJ4Lc^i,’ /9/U"/M UJ/^i F CF<U(j Yo "r 77^^ /M5.......1....../ <?■<?;>??/7=-vz>4 \ClL / Olc.rJTl-i \ r j' i_____^ ^^4^ ...^0^ # ^! ......................._*^?-.-.. ..**(5^ . ...-/us-Ty-ofc.^ ■4- <_................3 .JJVi...J^... f^..A..C-^ ..ULS^l /P . .. .................................T»> tr^J*L- -.i i..^is?i^3CfeCrr*+J _.. ...........................................................................^4 -. "5S- .......-Jx..^.f44^ . - -'.^^<144!^^*^....... ..£.,.w^ i i I I <<g Hifctf * 1~S ..........#■ ■ 'f .-4^^ ... I I L ....4>f^ I-/U'\j4j, \ytiU Y ^ j [Ym W^ . I .: iTh ) rVv engineersarchitectsTimothy T. Crompton 512 10*^ St. south Fargo, ND 58103 incorporated received OCT 1 02006 LAND & RESOURCE RE: Tim Crompton Lake Property Pelican Lake, Minnesota LJA Project No. 06235 Soil Data From Midwest Testing and soil sample analyzed on Septeinber 28.2006 Equivalent Fluid Pressure= 100 lbs per cubic feet Soil friction angle= 10 to 15 degrees Soil type=clayey sand (not free drained) Proctor Weight= 120 Ibs/cubic foot Walls below three feet in height; No modifications required. Walls three to four feet in height; Remove cap and block to a depth of one foot above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install weep holes as required. Wall four to five feet in height: Remove cap and block to a depth of one foot above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install second layer of geo-grid of three feet above base of exposed wall and install geo­ grid material from the face of the wall to a distance five feet behind the wall. Install weep holes as required. Sincerely, LIGHTOWLER JOHNSON ASSOCIATES INC ■■ O Troy TooX PE. Vice President 700 Main Avenue • Fargo, ND 58103 '.Phone (701) 293-1350 • Fax (701) 293-1353 www.lja-1.com ‘ & FILE MEMO & ' PARCEL # ^Sd>oc> II i>£>-ll OO^___ C91! ADDRC3S-. PeUCArJ Thnawi f d.A£vn/Ta^ LAKE OR RIVER NAME & NO. ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ‘j/yUhDate L&R Official Action/Comments__pCucAtJ(g} 7?»n CUmFPri f^iT (^cry^it/i^ts uDus \f LJpulO 7^ i-joitsc l3C-iJ f^&o^tsrto* I 9l||■Vim, - Date rffc-lxA ujiom Actioi >arr ^ >1^. ,^4.A •-sssir - / ^ At 4* »,2v^C1 >*-*J*^. i&C y>-ir -JZJi ; » r Datej IActiok- ' 1 {‘ 2u) i yv-.^eJU<X*r» ^ C j*^ ^ <y'' 1 .: lii / J2iS< ^,>S ZL^S^A-;2.*A*y^ A- !«;■.- ,1f='‘VOt I!;V d- UA'itfC Action/Comments />r^eT" L&R OfTicialDate LJ^ iljxiht.) - ^ ^0\/r*J JkX&u-^ J J^. iln^■1 O' ^ ~~ .. ..^ ^ /or^y ^ A 4^^ <aLd-l^ ^/\ rr^^ >CZc ^ •‘^ I I ^•v»—\ VV/ I oi/ L&R OfficialDate Action/Comments. L&R OfTicialDate Action/Comments. L&R OfficialDate Action / Comments.