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3636 Crestridge CtAddteSS 3636 CKESTRIDGE COURT ZlP 55123 IAt 4 Blk 1 Sub BUFFEH HILLS 2ND THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAF. INSPECI'ION. Date: 7-6_p/ Yes No - - Inspector: ? Final grade (6" from siding) Permanent steps (garage) d A/ Permanent steps (main entry) Permanent driveway h- Permanent gas Sod/Seeded grass x TraiVcurb damage x Porch Basement finish ? Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shuhoff of water supply W the outside lawn faucet before freeze potential exisLS. ContaM engineering division at 681-4645 before working in rightof-way or installing underground sprinkler system. ? White - City Copy Yellow - Resident Copy Pink - Contractor Copy 6514808348 11/10/2080 16:24 6514808348 DLD EXC.&POURED WALL PAGE 01 Don 6 Cindy Oretkcrich, Owners ? • ?//!! Phona E51•480•8457 • FaM 651-480•8348 • 17151 120th 5lraet Saurh • Hasiings, MN 55033 6mall o//KaUdluexmvuling.rom 1 FAX TRANSMITTAL" DATE; # OF PAGE5 (Incl. covar shaet): ro: PMONE #: FAx #: FROM: Re: COMMENTS: 1 6514808348 11/10/2000 16:24 6514808348 DLO EXC.&POURED WALL PAGE 02 GENERALSTRUCTURAL NOTES SCOPE OF WORK THESE YEAR 2000 CAST IN PLACE CONCRETE FOUNUATION DRAWtNGS CONSISTING OF S-0 THROUGH S-10 DATED 7-10-00 ARE PREPARED BY J. H. DAHI.MEIER ENGfNEERING INC. THESE aRAWINGS ARE TO BE USED ONLY BY THE QUALIFiED CONTRACTOF2 LISTED IN THE TITLE SLOCK BELQW. THE DRAWINGS CONTAIN DESIGN INFORMATfON FOR THE CONStRUCTION OF CAST IN PLACE CONCRETE FaUNDATIONS FOR VARIOUS CONDITIDNS COMMON IN THE RESfDENTIAL MARKET. THEV INCLUDE INFORMATION FOR THE CONCRETE GONTRAC7OR AS WELL AS THE GENERAL CONTRACTOR. TNE CITY BUILDINCy INSPECTION DEPARTMENTS WILL CONDUCT FOUNDATtON INSPECTIONS AS NEEDED TO ENSURE COMPL[ANCE WITH T1iE5E DRAWINGS. NOTES WALLS LESS THAN 30 FEET LONG WITH EQUAL FILL ON BOTH SIDES REQl11RE NO REINFORCING EXCEPT DOWELS. WALLS LQNGER THAN 30 FEET REQUIRE HOR{ZONTAL REINFORCING AAID DOWELS. 2. HORIZONTAL WALL REINFflRCING, UNLESS NOTED, CAN BE PLACED ANYWHERE IN THE WALL, PROVIDED MINIMUM COVER REQUIREMENTS ARE MET. 3. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIaNS. 4. 5PLICES NEED NOT BE TIED PROVIDED 8AR CEN7ERLINES ARE WITHIN 2 INCHES OF EACH OTHER. 5. ALL BAR SPLICES SHOULD BE A MINIMUM OF 30 BAR DIAMETERS. 6. PLAGE BARS SUCH TNAT FINAL PqS1710N IS WIl'HIN 112" AS SHOWN IN THE DETAII.. 7. DDWELS FROM FOOTING INTO THE 6" WALLS MAY BE DRfLLED AND GROItTED IN PLACE. 8_ RE[NFORCING BARS MAY BE BUNDLED UP TO THREE TO A BUNDLE. 9. DOWELS DO NdT NEEb 70 BE 71ED TC)1'HE VERTICAL STEEL. 10. TY1NG OF BARS IN PLACE IS NOT NECESSARY PROVIDEb THAT THE BARS WILL NOT MOVE pUT OF TpLERANCE POSITION OR MEET CLEAR COVER REQUIREMENTS. - DL.? EXCAVATING giMomad, ? J H. Dab.lmsier JHD 12151 120th STREET S. Engiaeering .ine. S- 0 HASTING, MN 55033 24e4 Com?nerce Bouievard e1R-#7s-474s 7/10/00 MN 55894 Fax 818-47R-4762 Phone: (652) 480-8457 11%10/2080 16:24 6514808348 6514808348 DLO EXC.&POURED WALL PAGE 03 COWCRETE: 3000 PSI @ 28 DAYS AGGREGATE: FTG - I1/2" MAX WALLS - 3/4" MAX REINFI]RCING: ASTM A615 GRADE 40/60 BACK 1007 GRANULAR - GRpUP I fiILL: E{iUIVALENT FE-UID PRESSURE (Yeq ) = 35 PCF GROUP BASED QN CUDE. SEE S-S P 1Q?FLCIRSYC. ?EM 2x10 JOIST @ 16"o.c. BY OTHERS ? IA " 0 x 8" A.B. --? W/Cl) MUT & WASHER @ 60"O.C. OR SIMPS[JN MAH6 E 48"O.C. OR APP'D EQUAL , 2 x 6 TREATED --/ t_ WC1CtD PLATE w/ MIN. (2) A.B. WITH C]NE WITHiN 12" EACH END I-1pIST FLDOR SYSTEM TJI JqIST 2 16"o.c. BY OTHER$ G 1/2 " 0 x B" A.B. W/Cl> NUT e WAS EH @ 60"[].C, QR SIMPSON MAH6 2 48"O.C. OR APP'D EpUAL , 2 x 6 TREATED -,' WOdD PLATE w/ MIN. C2> A.B. WTTH ONE WI7HIN 12" EACH ENI1 TRllS,C FI_Of]R SYC_TEM FLO[1R 7RUSS 8 24"o.c. BY CITNERS F__ I/e" 0 x 8" A.B. --? W/(l) NUT & WASHER @ 60"O.C. 13R SIMPS13N MAB6 @ 48"O.C. OR APP'D EQUAL . , 2 x 6 TREATED J WODD PLATE w/ MIN, (Z) A.B. WITH ONE DRAIN rzLE --?? ? . ?o .r . . ? I• e' .e FDN. DRAItJ TILE MUST CUMPLY w/ UBC APPEND, 1824.3 & 1824.4 QR RPP'D EQUAL I`-SIMPSON A35 J ANCHOR W/6 8d NAILS EACH LEG N,S ?R F,S OF TRllSS ? MO VERT. REINF. -RER' D, X ----THICK ? .. ? i W F'LO[7R SLAH n e e 4 x 18" FTGl WALL SECTION G9°"'M"' "o J. H. Dahlmeier L3KUUr I DLQ EXCAVATING 20070 12151 120th STREET S. ?++? ftv? Engineering Inc. S- i HASTING, MN 55033 JHD p?.yr 2484 Commerca Ho¢levard 612-478-4746 7np/00 PhOne : (651) 486-8457 J D Mound, MN 55364 Fax e12-472-47e1 NAIF.S 1. PRIOR TC1 BACKFILLING, FOLINDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR C[]NSTRIJCTSON AT HOTH TOP AND BQTTOM OR BY ADEQUATE TEMPORARY BRACING, 2, A MIN, Qf (2)- i/e " 0 x 8" A.B. W/-Cl) NUT & WASHER OR KNRT-SAG FR-i ANCHOR EACH PLATE. ONE WITHIN 12" EACH END. 3, MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT = 50'-0" SIMPSON A34 SEE DETAIL ANCHOR W/4 8d ? ? NAILS EACH LEG N.S OR F.S DF JOIST SLOPE GRADE AWAY-? - ? FROM FDN. °D , I_Err*1? (3) #4 HORIZ, BARS ON TIES #4 x 2'-I SIMPSON A35 DOWEL E ANCHOR W/6 6d 6'-0" O.C. NAILS EACH LEG N.S OR F.S _OF JOFST 11/10/2000 16:24 6514808348 6514808348 DLO EXC.&POURED WALL PAGE 04 MATFI?fAl C CONCRETE: 3000 PSI @ 28 DAYS AGGREGATE : FTG - 1 1/z " MAX WALLS - 3/4" MAX REINFQRCING: ASTM A615 GRADE 40/60 BACK GRANULAR & LIGHTCLAY - GROUP II FILL! EQUIVALENT FLUID PRESSURE (Teq ) = 45 PCF GROUP BASED ON CODE. SEE S-5 Px10 Fl [I[7R SYS7EM 2x10 JOIST Q 16"o,C. BY OTHERS J]?lJ.Gai. i. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPdRTED HY FLODR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY AIIEQUATE T£MPORARY BRACING. 2. A MIN. OF (2)-1/2 °0 x$" A.B. W/-Cl) NUT & WASHER OR KNAT-SAG FA-1 ANCHOR EACH PLATE. ONE WITHIN 12" EACH END, 3.MAXJMUM WALL LENGTH WITHOU7 A C£INTROL JOINT = 50'-0" i/a" 0 x 8" A.B, `S W/(l) NUT & WASHER 2 48"D.C. OR SIMPSaN MAB6 2 32"O.C. UR APP'D EQUAL SIMPS?N A35 ' ANCHOR W/6 8d SEE DETAIL x 6 TREATED 2 EACH LEG NAILS N,S OR F,S OF J13IST WOOD PLATE w/ MIN. SLOPE (2) A.B. WITH ONE GRADE AWAY WI7HiN 12" EACH END FROM FDN. - °D , T-_ll]igT FLQOR cYSTEM NO VERT. TJI JOIST Q 16"o.c, REINF? BY OTHERS , . RER'D, C3> 04 HORIZ, BARS ON TIES ? VP" W x 8" A.B. .. W/(l) NUT & WASHER X < E 48"O.C. OR SIMPSI]N F ? FNICK MAB6 e 32"O.C. OR APP'D EQUAL A35 . ? ? W/6 @d u4 x 2'-0" ' °D 2 x 6 TREATED CH LEG N 2 N.S OR F,S CF JDIST DOWEL d FLOOR MIN. WOOD PLATE w/ 6'-0" O.C. SLAB C2> A.B. WITH ONE WITHIN 12" EACH END DRAIN ' ' ° • . TRLISS FLCIOR SYSTM, TILE ---?, ° FLOOR TRUSS @ 24"o.c. ?0 8" x 18" FTG. BY OTHERS t ' (MIN) z FDN. DRAIN TILE MUST COMPLY w/ UBC APPEND. 1/2 " 0 x B" A.B. 1924.3 & 1824,4 ?R APP'D W/Cl) NUT e. WASHER EQUAL 8 48"O.C. OR SIMPSON F MAB6 @ 32 O.C. DR APP' D EQUAL W A L L S E C T I ON W/4 Sd 2 x 6 TREA7ED .' CN LEG N,S & F,S OF TRUSS WOOD PLATE w/ MIN. (2) A.B. WITH ONE WITHIN 12" EACH ENA DL? EXCAVATING ca?v No 2 070 J. H. Dahlmeier GRQUP II 12151 120th STREET S. ? ? Engineering Inc. S- 1 HASTING, MN 55033 ?HB ?N?? 2434 Commerca Haulevard 817-472-4748 7/10/00 Phone: (651) 480-8457 „j?j ASound, MN 55964 FaaBIS-477-4767 11/10/2000 16:24 6514808346 6514808348 DLO EXC.&POURED WALL PAGE 05 dATERIALS CONCREFE: 3000 PSI 2 28 DAYS AGGREGATE: FTG - 11/a" MAX WALLS - 3/4" MAX REINFORCING: ASTM A615 GRADE 40/60 HACK HEAVYCLAY - GROUP III FILL: EGUIVALENT FLUID PRESSURE CYry ) = 60 PCf GROUP BASED ON CC1DE, SEE S-5 ax10 FLOOR SYSTEM 2x1U JUIST E 16"o.c. BY OTIiERS 1/p" 0 x 8" A.S. --? W/(1> NUT & WASHER @ 32"O.C. OR SIMPSON MAB6 @ 24"O.C. OR APP'D EQUAL i 2 x 6 TREATED -z t- WOQD PLATE w/ MIN. (2) A.B. WITH QNE WITHIN 12" EACH ENII SIMPSON A34 ANCHOR W/4 Sd NAILS EACH LEG N.S & F.S ?F JOIST NOTES 1. PRIOR T13 BACKFILLING, FDUNDRTION WALLS MUST HE LaTERALLY SUPPORTED BY FLOAR CUNSTRUCTION AT HOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 2, A MIN. OF (2)- Vz " 0 x 8" A.B. W/-Cl> NUT & WASHER OR lCNAT-SAG FA-1 ANCHOR EACH P4ATE. ONE WITHIN 12 EACH END. 3 CON ROL JO NT LEN50 HQ WITHOUT A SLQPE ? GRADE AWAY FROM FDN. --? SEE DEtAIL? ? NO VERT ? . TJI J17IST 2 16"o,c. R REINF. BY OTHERS ? REQ D. (3) #4 HORI2, BARS ON TIES 1/E" 0 x 8" A.B. W/(1) NUT & WASHER x 2 32"O.C. OR SIMPSON THICK ? MAH6 2 24"Q,C. OR ' SIMPSLIN A34 . d' D EQUAL APP pNCHCR W/4 8d q 4 x P-0 io 2 x 6 TREATED NAILS EACH LEG N.S & F.S OF JOIST DOWEL 8 , FLOQR I WQOD PLATE w/ MiN. 6'-0" O.C. SLAH ' (2) A.B. WITH ONE WITHIN 12" EACH ENB DRAIN o . , TRllSS FLQOR gYSTFM TILE FL13I7R TRUSS @ 24"o.c. g" x 18" FTG. BY OTHERS FDN, DRAIN TILE MUST (MIN) CnMP4Y w/ U$C APPEND, 1/e" 0 x 8" A,B• 1824,3 a 1824.4 ?R APP'D W/<1) NUT & WASHER EQUAL p 32"Q.C. OR SIMPSON MA86 2 24 II.C, OR APP'D EQUAL 3 W A L L S E C T I? N . 6 6d ANCHOR W 2x6 TREA7'ED NAILS EACH LEG N.S & F.S OF TRUSS WOOD PLATE w/ MIN. C2> A.H. WITH ONE WITHIN 12" EACH END DLO EXCAVATING `A1 p 70 J. H. Dahlmeier GR?UP ?I + ? Engineering Inc. S- 1 12151 120th STREET S. ?? D HASTING, MN 55033 ??? R4a4 commorca Boulavrrd 618478-4796 z 61Y-47H-4781 F 7/10/00 PNOnE : (651) 480-$457 JHD a Mouad, MN 55364 11/10/2008 16:24 6514806348 6514808348 DLD EXC.&POURED WALL PAGE 06 CONCRETE! 3000 PSI 2 28 DAYS AGGREGATE? FFG - 11/2" MAX WALLS - 3/4" MAX REiNF13RCING: AS7M A615 GRADE 40/60 BACK 100% GRANUtAR - GROUP I FILL: ERUIVALENT FLUID PRESSURE (Yeq ) = 35 PCF GRDUP BASED ON CpDE, SEE S-S 2x10 FLODR SYS7EM 2x10 JQIST 2 16" o.c, BY O7HERS NOTE.4. 1, PRIOR TO BACKFIL4ING, FDUNDATII]N WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CUNSTRUCTION AT BOTH TOP AND BUTTOM UR BY ADEQUATE TEMPORARY BRACING. 2. A MIN. OF <2)-1/e" 0 x S" A.B. W/-(l) NUT & WASH£i2 4R KNAT-SAG FA-1 ANCHOR EACN PLATE. ONE WITHIN 12" EACH END. 3. MAXIMUM WALL LENGTH WITFfOUT A CONTROL JOINT = 50'-0" 1/P " fb x 8" A.H. W/(l) NUT & WASHER e 48"Q.C. QR SIMPSI]N MAB6 2 32"O.C. OR APP'D EQUAL SIMPSI7H A35 ? pNCHOR W/6 8d SEE DETAIL 2 x 6 TREATED NAILS EACH LEG WOC1D PLAFE w/ MIN. N.S OR F?S QF JOIST SLOPE (2) A.B. WITH 13NE GRADE AWAY WITHIN 12" EACH END FROM FDN. - I-JOIST FLQOR SYSTEM TJI JOIST 2 16"o,c, NO VERT. BY OTHERS , . REINF. RER'D. C4> tt4 HQRiZ. Ve" 0 x 8" A.B. BARS ON 1'IES . W/(l) NUT & WA3HER x @ 48"D.C. OR SIMPSdN F THICK ? MAH6 @ 32"O.C. OR APP D EQUAL A35 I Bd W/6 2 x 6 TREATED CH LEC a' WOOII PLATE w/ MIN, N.S OR F.S OF J OIST0 4 x 2'-0" (Z) A.B. WITH ONE ??WEL ? WITHIN 12" EACH END FI.QOR 6'-0 O,C. SLAB TRifSS FLDnR SYSTEM . FLDflR TRUSS Q 24"o.c. DRAIN •, ° + BY OTHERS TILE 8" x IB" FTG. 1/e " 0 x 8" A.B. FDN. DRAIN 7ILE MUST (MINS W1C1) NUT & WASHER COMPLY w/ USC APPEND, 3 & 1824,4 OR APP'D 1824 @ 48"O,C, OR SIMPSON , EQUAL MAB6 @ 32"E.C. OR APP'D EQUAL q G W A L L S E C T I? N : N yOR W/4 8d 2 x 6 TREATED NAILS EACH LEG WOOD PLATE w/ MIN, N,S & F.S OF TRUSS <2> A.B. WITH ONE WITHIN 12" EACH ENA DL? EXCAVATING ?10N "o 0070 J. H. Dahlmeier GROUP I ? I 12151 120th STREET S, v Engineering nc. S_ 2 HASTING MN 55033 ] ; ??D a s19 47a 4vss l , - - ovsr 2434 commerce Boa 7/10/00 Phnne : C651? 480-8457 Movad. MN 55864 Fez 672492-4761 11/10/2000 16:24 6514808348 6514908348 DLO EXC.&PDURED WALL PAGE 07 MATFRTAI S GONCRETE; 3000 PSI 2 28 DAYS AGGREGATE: FTG - i l/a" MAX WALLS - 3/4" MAX REINFORCINGc ASTM A615 GRADE 60 BACK GRANULAR & IIGHtCLAY - GRDUP II FIf.L: E4UIVALENT FLUID PRESSURE ('Ceq ) = 45 PCF GREIUP BASED ON CqDE, SEE S-S 2y10 FLOlIR CYCT M 2x10 JOIST Q 16"o.c. BY OTHERS 1/1! " • 0 x 8" A.B. - W/<1) NUT & WASH @ 32"O.C. OR SIMP: MAH6 2 24"D.C. OR APP'D EQUAL 2 x 6 TREATEA -J C.]] WOEID PLATE w/ MIN, (2) A.B. WITH ONE WITHIN 12" EACH END I-JrIIST FLDOR SYSTEM TJI JOIST P 16"o.c. ? HY CITHERS G 1/2" N x 8" A.B. ? W/Cl) NUT & WASHER @ 32"O.C, OR SIMPSUN MAB6 2 24"O.C. OR APP'D EQUAL i 2 x 6 TREATED -J t- WOOD PLATE w/ MIN. C2) A.B. WITH ONE WITWIN 12" EACH END TRUSS F -OOR SYSTEM FLCIOR TRUSS 2 24"o.c. BY OTHERS F 1/8 " 0 x 8" A.B. --\ W/Cl) NUT & WASHER @ 32"O.C. OR SIMPSON MAB6 @ 24"O.C. OR APP'D EWUAL / 2 x 6 7REATED J W013D PLATE w/ MIN, (2) A.B. WITH ONE WITHIN 12" EACH END DLO EXCAVATING 12151 120th STREET S, HAS?ING, MN 55033 Phone: (651) 480-8457 NoTEs 1. PRIOR TQ BACKFILLING, FOUNDA'fION WALLS MUST BE LATERALLY StJPPORTED BY FLOQR C13NS7RUCTI13N AT Hl]TH TOP AND 80TTOM OR BY AIIEQUATE TEMPORARY BRACING. 2. A MIN. OF (2>-1/2" 0 x$" A.B. W/-(1) NUT & WASHER OR KNAT-SAG FA-1 ANCHOR EACFi PLATE. ONE WITHIN 12" EACH END. 3. MAXIMUM WALL LENGTH WITHOUT A rnuTOrn inru7 = °Sn'-0" WALL VERT REIN F. THICK REFNF. GR BACKFILL. 8 IN a °5E39°o.c. 40 SAND/CLAY B IN w °5224"o.c. 60 SAND/CLAY 10 IN NQNE SANA/CLAY SIMPSON A34 ANCHOR W/4 Bd NAILS EACH LEG N.S a F.S OF JOIST SIMPSON A3R ANCHOR W/4 8d NAILS EACH LEG N,S 8 F.S i]F JaIST o FOR 500o F'Jl 4unL rvu v cR i. REINFORCING REQUIRED. SEE DETAIL? ? SL.QPE ? GRADE AWAY FROM FDN, - FF13R C4) #4 HORTABLE BARS ?iV TIEVERT F. X • 7HICK ? ? ? ? e 2?? CLI2 Qn 0 4 x 2' -0" DOWEL L - 6' ^0" O.C. DRAIN ? TILE 8" x 18" FTG, FDN. DRAIN TILE MUS7 <MIN) COMPLY w/ UHC APPEND. SIMPSON A35 1824.3 & 1824,4 OR APP'D ANCHOR W/6 8d E41UAL NSIL& F.SCDFLTRUSS W A L L S E C T I? N coMm'"'*" ? J. H. Dahlmeier GR[3UP II wa20?70 Engineering Inc. S _ 2 JHD cmmxm gf 2494 Commesce Boulevard 612-47$-4746 7/10/00 wn Mavnd, MN 56884 Fez 612-479-4767 11J10/2000 16:24 6514608348 6514808348 DLO EXC.&POURED WALL MATERIALS CONCRETE: 3000 PSI @ 28 DAYS AGGREGATE: FTG - 1 l?E" MAX WAI.I.S - 3/4" MAX REINFORCING! ASTM A615 GRADE 40/60 BACK HEAVYCLAY - GRCIUP III FILLc EQUIVALENT FLUID PRESSURE (Yp ) = 65 PCF GROUP BASED ON CODE, SEE S-5 ?K10 FLOOR SYSTEM 2x10 JDIST 2 16"o.c. BY OTHERS ? i/e " 0 x 8" A.D. -\ W/<1) NUT & WASHER @ 24"O.C. OR SIMPSpN MAH6 2 16" O.C. OR APP'D EQUAL i 2 x 6 TREATED J r- WOOD PLATE w/ MIN. ('c) A.B. WITH ONE WITHIN 12" EACH END I-JDIST FLOdR cYS?EM TJI JOIST @ 16"o.c. --? BY OTHERS F 1/p" 0 x 8" A.B. W/(l) NUT & WASHER H 24"O.C. i7R SIMPSON MAB6 @ 16"O.C. OR APP'II EQUAL 2 x 6 TREATED WOOD PLATE w/ MIN, 42) A.B. WITH ONE WITHIN 12" EACH ENn FLQOR TRUSS 0 24"o.c. BY OTHERS G 1/L. " o x e" A.H. -? W/<1> NUT 6 WASHER 8 24"D.C. OR SIMPSON MA86 e 16"O.C. OR APP'D EQUAL i 2 x 6 TREATED z WOOD PLATE w/ MIhI. (2) A.B. WITH EINE WITHIN 12" EACH END SIMPSON A34 ANCHOR W/4 $d NAILS EACH LEG N,S & F.S OF JUIST SIMPSON A34 ANCHQR AT ALL A.B. LOCATIONS r FoR 5wurNL uunL nu V CR I. REINFORCING REQUIRED, SEE DETAIL? ? r \ SLOPE GRADE AWAY n, FROM FDN._\ m ? , LFF411_ (4) tt4 HORIZ. BARS ON TIES SIMPSON A34 ANCHOR W/4 8d NAILS EACH LEG N,S & F,S OF ,lOIST SIMPSON A34 ANCHOR AT ALL A.B. LOCATIONS #4 x 2'-0" DOWEL @ 6'-0" O.C. - PAGE 08 . SEE TABLE FEIR VERT REINF, X a ' THICK ? u ? , +,?---2"CLR o+ , ?- DRAIN ? . 1 , ° . • ?? TILE ? A ':- ' B" x 18" FTG. FDN. DRAIN TILE MUST <MIN3 SIMPSON A34 COMPLY w/ UBC APPEND, ANCHOR W/4 8d 18243 & 1824.4 OR APP'D NAILS EACH LEG EQUAL N.S & F.S OF TRUSS SIMPSON A35 W A L L S E C T I 0 N ANCHOR AT ALL A.D. LOCATIQNS DL? EXCAVA7ING C0 pjp ? J. H. Dahlmeier GR?UP III 12151 120th STREE7 S. ??? Engineering Inc. S_ 2 HASTING, MN 55033 ??D 9494 Commeme Boulevwsd 619-4744046 7/10/00 Phone+: (651) 480-8457 JHD Monnd, MN 56364 Fa:81S-47R-4781 N13TEa S, PRIOR TQ HACKFILLSNG, FDUNDATIaN WALLS MUST BE LATERALLY 5UPPORTED BY FLMR CONSTRt1CTI0N AT BOTH TOP AND HOTTOM OR BY ADEQUATE TEMPORARY BRACING. 2. A MIN, OF (2)- 1/2" 0 x 8" A.B. W/-(l) NUT & WASHER 012 KNAT-SAG FA-1 ANCHOR EACH PLATE. ONE WITHfN 12" EACH END. 3.MAXIMUM WALL LENG7H WITHOU7 A CONTROL JOINT = 80'-0" WALL VERT REIN F. THICK R£INF, GR BACKFILL 8 IN 05212"o.c. 40 CLAY 8 IN #5218"o.c. 60 CLAY 10 IN m. 45216"o.c. 40 CLAY 10 IN ? 05e24"o,c. 60 CLAY _ i ? CITY USE ONLY L BL RECEIPT#: SUBD. 1/ fiLY 17 f I lt? RECEIPT DATE: ?Z-129-l/ V PERMIT# 2000 PLLJIYIDING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOH RD &AGAN, tIIi 55122 651-681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? baGcflow preventer for underground sprinkler system FIXTURES EACH !1 Y 1Ce1 V_1 I Alterations to existing dwelling - minimum fee Describe: $ 30.00 Bath tub $ 3.00 x y = $ - Floor drain 3.00 x = $ Gas piping outlet * minimum - 9 3.00 x I _ $ Hot tub/spa 3.00 x = $ Kitchen sink 3.00 x = $ Laund x 3.00 x = $ ? Lavatory 3.00 x = $ Z- Septic System new/refurbishetl " requires MPC Ile. 75.00 X = $ SeptiC System abandonment 30.00 x = $ RPZ new installation/repair/rebuild 30.00 X = $ Rough opening 1.50 x = $ , S d Shower 3.00 x f = $ Underground sprinkler if dwelling is under construction 3.00 x = $ Underground sprinkler if existing dwelling 30.00 x = $ Water closet 3.00 x = $ ? Water heater 3.00 x Water softener If dwelling under consVuetion 5.00 X = $ Water softener if existing dwelling 30.00 x = $ Water tumaround 30.00 x $ State Surchar e 50 --> --> ---> $ .50 TOt81 --> --> -> -.a $ -7 ? Reminder. Call for inspections of alterations, i.e. water heaters, water softeners, etc. ? Oo ------------•-----------------------------------------------------•--- - -----------------•-------------------- ------------ I hereby acknowledge that I have read this application, state that the information is correct, and agrae to compy with all applicable Ciry of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the CRy of Eagan assumes no Iiabiiiry for any damages pused by the Ciry during its normal operational and maintenance activities to tha facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: l IC£ S?? ? n« ?'T • OWNER NAME: : 414,PY GI,R %&,2 S TELEPHONE #: S! -. 21- S.3'Z 3 Z748m (AREACODE) INSTALLER NAME: S F ? -. TELEPHONE #: '/ STREETADDRESS: KctSIC_lz e) (AREA CODE) CITY: STATE: m ? II ?? RP:?D?"' ?-r 1 4 2000 SIGNATURE OF PERMIITEE CITY USE ONLY LOT ? BL PERMIT #: SUBD. RECEIPT #: 44 () ? `-4 RECEIPT DATE: I -?)_ - I ':? -c V 2000 MECHANICAI. PEMTf (RESIDENTIAL) crrY oF EAs,ax 3830 Pv.oT tctaos Rn fr46RN Mft 55122 Date: 651-661-4675 Complete this secrion onlv if you ue installing HVAC in a single-family dwelling, townhome or condo under construction and uot owner/occupied. • HVAC: 90•"06 0-100M13TU ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @$3.00 ea.) $ 30.00 6.00 State Surchazge .50 Total $ Complete this section onlv if you are remodelinF, adding to, or renlacinQ an, existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alteradon, or replacement. 'k-NPw - Replacement _ Other +--Ftr ace _ Air conditioning T ir e nger Other - Fee $ 30.00 State Surchazge .50 Total $ 30.50 Reminder: Call jor final inspection. SITE ADDRESS: 3,936 C kJ,_ OWNER NAME: PHONE #: ?G'S (AREA CODE) INSTALLER NAME: _ A-c I?a? 7-/1 L_ PHONE #: - STREET ADDRESS: ?LZ S 7°? 14` A (AREA CODE) CITY:_Pr/nt /-'? /C4 DAr'L STATE: /w? ZIP: / r?rrs n ??,i?r i[ DEC 15 2000 AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE State of Minnesota County of Dakota ) ss Affidavit of M 6-?- V- ) (Building Permit Applicant) ) /'l A-KV- , being first duly swom, upon oath, deposes and states the (Building Permit Applicant) the following: L This Affidavit is submitted in connection with the building permit application made by (Building Permit Applicant) for a proposed work project located at ( V-qS ircov1-T', 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 3tatute s326.84, Subd. 3, for reason(s) indicated below (check those that apply): a. I am the owner of the residential real estate on which the home shall be built and I will do the work myself ar jointly with my own employees or agents that I am building such home as my own personal residence and intend to perxnanently 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 aze 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. £ 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 lrnow to be false or incorrect, I understand Yhat I could be subject to criminal prosecution or denial or revocation of the building permit or both. FURTHER YOUR AFFIANT SAYETH NOT. Dated: _ (,;-- / S - oD (Building Permit Applicant) S jmv 5? /0 8 (Print/Type Applicant's Name Address) Subscribed and sworn to before me this day of Notary Public 10T: ? BLOCK: I ' SUBD./P.I.D #: a U Tf''c-f ?'b r-?. y(?3 ? t o-!??f D 1- o yo -O ? ; 2000?UILDINC PERMIT APPLICATION (RESIDENTIAL) Na CITY OF EAGAN ` ? 3830 PILOT KNOB RD - 55122 Q 7' 651-68'1-4675 New Construction Reaui?f C-Y ,? Remodel/Reoair Reauirements Called II'1'00 ? 3 regisfered site surveys showing sq. R. of lof, sq. fr. of house Z coples of plan ?L _ and all roofed areas (20% maximum lot coveraae allowed) 1 set of energy calculations tor heated additions ??'?i D 2 copfes af plans (show beam 8 window sizes; poured fnd. design; etc.) 1 sNe suney for exferlor additions 8 decks D 1 seT of energy calculations ? 3 copies of tree preservation plan if lot plaHed afler 7/1 /93 ? Rim Joist Delail Options selection sheet (buildinas with 3 or less unHs) DATE: i I - ()- -OO CONSiRUCTION COST: di cx??'?,D DESCRIPTION OF WORK: Nti w-) -?? S-MNIV-`i S -rQG-t- L If multi-family bldg., how many units? STREETADDRESS: 3L 3 (o CPA s j 4,D CT CG???T Name:_?kp, V__ Phone #: ? S l' 3? 9-S3 73 PROPERTY lasi Ffrst OWNER Street Address: ?;p C US u-4 - ?( 3 J- City S 1 ` P?? L- State: Zip: S3 l D g Company: S?G t- t Phone #: (area code) CONTRACTOR Street Address: License # Exp. City State: Zip: ARCHRECT/ p ? SJ?,r.C1"o' ?,1 p ENGINEER Company: T 1 c Name: 7ft-i L L--r-Tri-rc Telephone 7 S_S7 e Sfreet Addretr. U lJ/_-?,? L ftiCa IR L 1/Jgi?"atlon S: Cify ?ANvv" aT' STate: V68 Zip: VIo -?-xOavi?? l}90- v?f5 Sewerlwater licensed plumber (if installina sewedwater) Phone #: 1 hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordi a ? SignatureotApplicant: OFFICE USE ONLY Certificates of Survey Received _ Yes _ No I NOV 0 2 `- 2000' Tree Preservation Plan Received - Yes - No _ Not Required OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex O 20 Pool ? 30 Accessory Bldg ' ? 02 SF Dwelling ? 08 06-plex 0 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garege ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ?IP31 New ? 35 Int Improvement ? 42 Demolish (Foundation) ? 45 Fire Repair ? 32 Addition ? 36 Move Bldg. ? 43 Reroof ? 46 Windows/Doors ? 33 Alteration ? 37 Demolish (Bldg)' ? 44 Siding ? 34 Replacement ? 38 Demolish (Interior) ' Demol ition (Entire Bldg only) permit - Give PCA handout to applicant VALUATION ?- _??-? Occupancy I MC/ES System Census Code f(? ( Zoning R_ l City Water SAC Units o4 Stories c2 Booster Pump Nbr. of Units ? Sq. Ft. PRV Nbr, of Bldgs ? Length J ys ? Fire Sprinklered Type of Const 0- A? Width V02 iNSPECTIONS REQUIRED ? Footings: New Bldg Insulation _ Windows - new/replacement _ Footings: Deck FinaUC.O. _ Siding Footings: Addition _ FinaUNo C.O. _ Stucco/Stone )C Foundation Fireplace: _ r.i. _ air test final RooE _ ice & water _ final ),n Framing Pool: _ ftgs _ air/gas tests _ final APPROVALS Planning Base Fee Surcharge Plan Review MClES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Park Dedication Trails Dedication License Search Copies Other Total: Building U-Ilq Engineering ?3s? 6 p 96 II2/fl'.U G.6 IIz-- L ?''96 ?-'s-// ` a ,LW 1-?Ut--I- $a7- ?'X <,61 - ?'? Z Variance J`-fo2 qY c°?? ? ? ? t?. cfl O MNcheck COMPLIANCE REPORT ? I ? Minnesota Energy Code ? Permit p ? MNcheck So£tware Version 3.0 1 I COUNIY: Anaka SIATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 10-3-2000 DATE OF PLANS: 10i06i00 PROSECT INFORMATION: AiARK WATERS RES. COMPLIANCE: YASSES Required UA - 953 Your Home = 301 33.5: Better Than Code Checked by/Date Area or Cavity Cont. GlaziagiDoor Perimeter ------------- R-Value R-Value U-Yalue UA -------------------------------- CEILIN6S 986 ----------------- 38.0 45.8 ------------- ---- 13 WALLS: Wood Freme. 16" O,C. 2216 19.0 23.0 71 BSMI: Conc. 8.0' hti7.0' hgi7.0' insul 902 10.0 10.0 39 GLA2ING: Windows or Daors. A6ove Grade 243 0.350 85 GLAZING: Windows, Fouadation, > 5.6 Ft2 20 0.350 7 DOORS 42 0.350 15 FLOORS: Over Outside Air 18 10.0 0.0 1 SLAB FLOORS: Unheated, 0.0" insul. 67 0.0 70 HVAC EQUIPMENT: Furnace, 90.0 AFUE HVAC EQUIPMENT: Air Conditioner, 12.0 SEER - ----- --------- -- - - -- - - ------ ------ ------ COMPLIANCE STATEME[St': The pmpnsed building ----- --------- design described - ------- - -- -- here is --- consistent with the building plans, specifications, and other caiculations suhmittad with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy Code . Date dc ?'- 6 -ao • 0 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ? PROPERTY LEGAL: ?-? ¢ B?aCK ? ?r/FFiC? ys[L? ,z'l? !1/?DYTZ'p?,/ h DATE OF SURVEY: JO -.3 ?-CJC) y LATEST REVISION: II' 3 ? OL) ? p DOCUMENTSTANDARDS ? O ? z 4 s' ? e • Registered Land Surveyor signature and company a+? ? ? • Building Pertnit Appiicant t? ? ? • Legaldescripdon ? ? ? Address p ' ? North arrow and scale m/ ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ?> o • Directional dreinage arrows with slope/gradient °h ?? ? • Proposed/epsting sewer and water services & invert elevatian Vo ? • Street name m/ ? ? . Driveway c3? ? ? • Lot Square Footage 2/ ? ? • Lot Coverage ELEVATIONS Ewstina / d/ o ? • Sewer service (or Proposed) R' ? ? a ? ? • Property corners • Top of curb at the driveway ??/ o • Elevations of any ebsting adjacent homes ? ? Adequate footing depth of shuctures due to adjacent utility Venches ? Prooosed d'/ ? o • Garage floor c? ? ? ? • First flaor lk U i d ? ? ? ou w n ow) • Lowest exposed elevation (wa ? ? o • Property corners ? ? • Front and rear oT hame at the foundation ? ?/? ? 6Y ' ? B? ? ? [3'ib ? o? ? ? ? ? ? ? ? ? a V ? ? Of/ ?o ? PONDING AREA (if aodicable • Easementline • NWL • HWL • Pond # designa5on • Emergency Overflow ElevaGon DIMENSIONS • Lot IineslBearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanentfootings) • Show all easements of record and any Cily utilitles wilhin those easements • Setbacks of proposed structure and sideyard setback of acent ebsting structures • Retaining wall requirements, if any ., ? Reviewed: / Date March 7999 cauc,1eLoovnr.rr.Fla 60 ?,yb 0 r i ` ? , 881.8 wro wxVEroxs 334-48 i i i \0 p? \\ 'b N????\\?\ co ? IN m I N c+ w 0) V \ ? ?\ et.9 ? ? . 79.. i ! ? ? tP \ l \ ? \\,6? \ \?\ \ i 795-? C)- 0 Z?z '--xr t,T Fewe,E \ \ ?60? 3,0 a 0 0 ` 38' a ? S 89'48'50" RECEIVED CERTIFICATE OF SURVEY mnV 0 6 20 Survey for: MARK WATERS 9 ?? \r 902) ? J i 885.7 885.4 ?85.5 ? W; ` \ \ , \ ? 884,5 ? , ?? ? ??. .? SCALE: 1" = 20' 1 ??- ._`` 1• ? • Denotes Iron Monument Found O Denotes Iron Monument Set AREA: LOT SIZE = 14,746 SQ.FT. LOT COVERAGE = 2,821 SQ.FT. 77/K ?? `? EX. HOUSE i# 3640 ^ ti n-?j ,- ?a_ _:.?:.:_.L...'DESCRIPTION: Lot 4, Block 1, BUFFER HILLS 2ND ADDITION ProposPd Grades: Top of block _ 897-7 Garage floor 891•0 Basement Floor _ 889.5 NOTE: Circled elevations ore proposed, others are existinq. Arrows denote direction of drainage. i I hereby certify thot this survey was prepared by me or under my direct supervision, and thot I am a ? registered land surveyor under the laws of tha State oDated hi 3st of October, 2000. CARLSON & CARLSON, INC. LAND SURVEYORS rry Routure, Lond Surveyor REVISIED 1 1-3-00 Tele. No. (952) 888-2084 Minnes a License No. 9018 PERMIT City of Eagan Permit Type:Building Permit Number:EA149334 Date Issued:05/17/2018 Permit Category:ePermit Site Address: 3636 Crestridge Ct Lot:4 Block: 1 Addition: Buffer Hills 2nd PID:10-15401-01-040 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Christopher Haffely 3815 S West Temple Salt Lake City UT 84115 Polar Builders Inc 1103 West Burnsville Parkway Suite 110 Burnsville MN 55337 (612) 432-1597 Applicant/Permitee: Signature Issued By: Signature