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4796 Eriks Blvd - Zoning Permits & Plans %,, / f For Office Use EAGAN t". �', Permit#: /* q Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 RECIEVED (651)675-5685 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: planninqPcityofeagan.com JUN 0 6 201p 2018 ZONING PERMIT APPLICATION o Please identify improvements on a scaled site plan drawing that shows lot lines,structures and existing conditions. Property Site Address: j/7 9Er, Ks Z/a f-6,.,9- G✓j /1 5.57, 02 Information p Owner Name: J ami a° /1 - 9!lb Name: ,J 6, i C.. A9/b Phone: /,2 -S' $ 6o -- ,�/��Q Address: ' 79i ).�r-11 s Aid City/State/Zip: & ,cZ �1V 554;02 Contact Applicant Signature:r/ --_,1/1111"---01---- Date: 6-----0-1? Email address: A66 /� (/2 ❑ Retaining Wall<4 feet 0 Driveway I ether: J /' a inbi( 11( ❑ Patio ❑ Sport Court / /Z . Type of Work ❑ Sidewalk ❑ Fence / Description of work: / q-- - �9// SG" `) -Planning Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc. {--_... .� ..� , wu ,-.. ., sir Approved/ Denied Date: Staff: a>ppucable construction cedes. I Note _ " . 4.. L x - ' - _' — Cr;`1( 5 - J t 5 c_-1-448,4-14.. r// e e .',, ( vv-1 6-4-5. d- 'thu11^, AVDrst /%c.c 41 , L Grp,0 r- (�7lar 40 4.f�1, f1.^ r4-1 et I 5-11/411,,<-i/'6c'� rr^‘Cir✓,'ti /� I,,rDe�4�(�. Revised Plans �/ Approved: Yes/No Date: Staff: Engineering Grading, drainage, utility easements, wetlands erosion control, improvements in the Right-of-Way, etc. Approved / Denied Date: Staff: Notes: Property lines to be verified by contractor/owner. Revised Plans Approved: Yes / No Date: _aff: Comments CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility dama.e. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. le, 1L t1 .. r•N Z ' i _"1 y. t -., 111/1 Yir-TiYi rikossr —Irmo= i li .5 II 0 It ‘iimmrmima. mimmum +IA Nt CI N y h I\ )11 1 i \ I t 1111 0 \ \ iir____ ilit , - lli 5:00.0111 .11 ilici \ 1?1...5%. C:01 0 ••••2 WI :SP Am=m= c' t N i d 11 1 Ira. N III RoN6 C. 1.1 V: ' ICI 4.11> \ 1 9111 \I er 0 t. II\ we.* Ilk 0 0- egil ilk 41:4 Ill Ili :poi ill 0., ''' \I...11/4k Ili0III ill 11•09 111111 0. '''' 11153 IIIIPPLIC".. . . , .... Iht) Nillii. 0 11"IlL . \AN........ litili I \I'''\,v,' L., ,..... 0 Co ....5), 6/1. 12 46N 51-Vg5 5 Ii(1111111111.611._ 00 Aliglaill.111111111.16. 21-0" ROCK FAC P PI-OCK 111111•111111MIB A=111111111111 O\ „L„vAro\ /4. 'The owner/applicant is responsible 3c of onrsct rot rt:i 01 i tsin cewith codes. ----------- A5191-1A-T 51-1ING1. 5 &THAL 5H1NG1, 5 12"0.N. OCK FACFP N.00K Ly,6\-no\ wervr demesneplons corn ymiddemesneplons corn (612)964-0373 Dt1.1 1'8"=1-0" 5CALC 1/8"- 01' 51-1AKF5 411111hk. ../1111111111111111111111111h. Demesne Ilespgn & Drafting ttisort sutottptt:,a,t,(OUr PPONt d PPArldrkrd111/t5 d1SPCAtrill Arni,L CP ittva1Y61,Cr^dIo9N5 ittiqnr,to,,w,or affia wt,1 vt-tryta It /.1114,f15 ,11015 tiro°, 11,P7101hE`1/0'cycOI9tlrlO, ft iI9utrita rot dt SCALE SEE ELAN APPROVED BY DRAWN EN J A JOHNSON 9A9 . 1, v/6\flo\ DATE:8 4 18 ELEVATIONS \— KOLB SHED 4796 ERIKS BLVD. EAGAN, MN 55122 PLAN #I8 0 717 PG loF3 / 5/ qV 12'-0" / / ,, / /' HAW FAAMJ2¶ U555 14OL . O />(No :OCKF' i 2x�5TUn5 @ 2@m:'0,C, , 6L0CK�ACA17E CO ,; I/2"0513 TO 11Al2 BOTTOt' A 60tH 5Ir7�5 ANCH0 5 " i,C, / KA51EN 5NEAINING // (7001'0 1 6"MONO 5l.'f w/ .x TO H5At2Et?w/ 8P w/ 817 NA1,5 @ x12 THICKUP N7- /OTINGCOMMON OP GAN, �;�' 3n0,C,5 dIN�"RIP fATt�PN 1- -...la - 2-32)(12= — ,, —_H k2 TO X1..FNP f0 COFIV ON (2)3 0 60TH 51I25O f IN5TACK JACK 5 J2 511' ' 13O1N 51ns5 a OP'G APM'ONdemesneDlans.com pmlilem esneplonscom T \ , (61 2)964-0373 IV The owner/applicant is -0 i 6 ,�„ eStik / . L. . responsible tar compliance with � � applicable construction codes. � �' Deml�esne Design ,F(a\)7(‘ 1 ; ' i 9I Q g j0,\2K10\/ MAI P 00 1\ & Drafting �� I.: .a ft, % IR"s I'0' "I.Dit.SlYGESfEYEEGG,E0iL1,G0 IkMES�E i 12 A-, ASPHALT SHINGLES I 5#ROOBF FELT - , 1/2"0.5. . ROOF SHEATHING --- kc ND FRAMED TRUS3ES @ 24"S'.C. 8 ,,- 5PAN MI5 IMTH 2x8 1 , 1 - InA1E12191-At TO LOCK --- 2x4 511V5 @l6"0.6. - MOCK FACADE TO1 Jr'` , I " A\10-10 TM121301TOM PI-At - - 5TUCTUDI,W0012 .01,1-5 c61 I PCI-1015 @6"0.C. - - —(64 FPAM1NG 6 6" MONO 51,A3 w/ - 9 7 4" f:OCK FACn _ !2x12 11-110M2 rn FOOTING — Z\ c PIAGONAL 11\112 8 PI-OCK FACAI9r ACING 9 `Ibleroo--- - 6"CONC,51-A13 Ill it PAR512INNN2 w/ 6x6 4t10/10 11 @ 7'0,C, IL, W1VF OP FI1V MN-1 1 - 1 N _110 1 •• / 5AN1213/a a COMPACT AAft (2) if 5 VAP 12"THICK MONOwww.clemesneplons.com OOTING FjimOdemesneplons.corn (612)964-0373 C055 5C110\ . . , 9A1, .I' ------------, Fhb owner/applicant is Dernes'ne Design responsible for compliance with i & Drafting LarpVcabe conFlruction codas. i „.,..... .1,Ct 51,2i5ftr EMMA LArour Vigiti:6561,1 g RAM A;4-11g5trIff 3'Ciieft1"1 11/6 5111.15116.1(114 LIMA 1/4 5/ 00155141/5. Of CON1Rfa"AV/Of ME 61151165TYN,VaLCI, 611490.5 t1-565 11/1'1015.5.06115,A i JP PL,545P0.21:1/165:/fi6/0:71151P1011 NV ft 119'0,51,12'01554 F1/: 5/ 9/ 15 DATE:8-4-I8 SCALE:1/4"r.r-ID" APPROVED BY: DRAWN BY:JA.JOHNSON ELEVATIONS 'cOLB SHED 4796 ERIKS BLVD. EAGAN, MN 55122 PLAN #1807I7 PG 3oF3 ' a • WALL CO STRUCTION '.4',,,t'''.:,,i1, / / 9 rY - EXTENT OF HEADER WIN DOUBLE PORTAL FRAMES BRACED WALL PANELS) - ,y!.. EXTENT OF HEADER WITH SNGLE PORTAL FRAME - (ONE BRACED WALL PANEL) f)..,., . 7-18 FINISHED WIDTH OF OPENING , FOR SINGLE OR DOUBLE PORTAL TENSION STRAP PER _ _ 1 7-i.,_,, - TABLE 66216.6.4 - �; (ON OPPOSITE SIDE pOPIY WNL ° • OF SHEATHING) I�, f BIGHT I— .. 1 N. 1.ii NET HEADER ,k. - 1.in �� `— v :.. BRALEO WALL LINE L.'s ' I,.. TEEL HEADER PROHIBITED "' CONTGEJOVSLY SHEATHED —c;. . p < ... 5 ..�_ ..r, » ff.:_i'exi`=?'±Pb?t.,. `:%S ``re.' W LTH WOOD STRUCTURAL `. 0 nd FASTEN SHEATHING TO HEADER WITH ED FAX FAS TOP PLATE TO r COMMON OR GALVANIZED BOX NAILS IN 3"GRID HEAD.-WITH TWO .. 52 aj PATTERN AS SHOWN IF PHEEQED PANEL ROWS•F lED SINKER zj "a,� SPUCEOCCUR EDGES SHALT I NAILS l3"O.C.TYP. dd HEADER TO JACK-STUD STRAP PER TABLE - OCCUR AND BE ,,f '. gq +, ROEZ IO$.4 ON BOTH SIDES OF OPENING ATTACHED TO i dd q' OPPOSITE SIDE OF SHEATHING COMMON BLOCKING ;._ I- U 4{ 1 WITNIN24-OF WALL O x d4 d MD-HEIGHT.ONE ROW .iMIN. # MIN.DOUBLE2X4 FRAMING COVERED WITH MN. STE 7/6'WOOD �L OF 3'O.C.NAILING IS d I° o- .d',{ + 7116'THICK WOOD STRUCTURAL PANE_ REQUIRED REACH d 0.-1.A, I 5TR �TURAL PANEL hd q, +; SHEAT LNG ^� SHEATHING W LTH 8D COMMON OR GALVANIZED PANEL EDGE. q BOX NAILS AT 3"O.C.IN ALL FRAMING(STUDS, d q 1 BLOCKING.AND SILLS)TYP. II T TYPICAL PORTAL d; FRAME CONSTRUCTION ` 4i I MN.LENGTH OF PANEL PER TABLE R602.10.6 dC q 41 V q 0, i MN.(2)117 DIAMETER ANCHOR BOLTS MN.DOUBLE 2x4 POST ' INSTALLED PER R403.1.6 WITH 2'k7k3.H6"PLATE (KING AND JACK STUD). I g+ WASHER NUMBER OF JACK '' '. ' ..: - �' STUDS PER TABLES �+7--�.'' r.:. '" o • ::::: R ! 11 all 1 } ` OVERCONCRETE OR MASONRY BLOCK FOUNDATION SECTION R403.1.0 k w ; 11 rl)FRAMING ANCHORS �i ,� '. WOOD STRUCTURAL PANEL APPLED ACROSS to NAIL SOLE PLATE NAIL *LE 4'' ' II SHEATHING 7O TOP OF BAND OR TO JOIST PER SHEATHING JOINT WITH A I �i RIM J06T CAPACITY OF 670 LES IN PLA TO JOIST ',t TABLE R602.3[1Y LNAt PER ABLE 4 THEHORIZONTAL AND _d,; {., i,-__ RS). 1 I. VERTCAL DIRECTON5 lila w AP--OVED BAND WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 'r ORR MJOIST e OVER RNSED WOOD FLOOR-FRAMING ANCHOR OPTION {WHEN PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) q WOOD STRUCTURAL I' ] PANEL SHEATHING NAIL SOLE PLATE ATTACH SHEATHING TO ; zp, TO JOIST PER NNL�• I I e '� T. .I " s'�a' CONTINUOUS OVER BAND ;, I. ii. PLA TOJOIST i m OR RIM JOIST �; BAND OR RIMJDIST WITH �O ei� TABLE R6023{1) " BD COMMON NAILS AT 3" PER ABLE ' r ,a--' "` -- O.C.TOP AND BOTTOM —_.A.. *— RE2 Q a a o a a itr -� - ._ w OR- OVED BAND WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST ,I OR R MJOIST OVER RAISED WOOD FLOOR-OVERLAP OPTION (WHEN PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) „. FRONT ELEVATION SECTION or SI: mmm '-.1 1 inch=25.4 m ,1 foot=304.8 FIGURE R602.10.6.4 1 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION t i 2015 MINNESOTA RESIDENTIAL CODE 233