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1931 Berkshire Dr - Zoning Permits & PlanshAAN 3830 PILOT KNOB ROAD EAGAN. MN 55122-1810 (651) 675-56851 TOO (851) 454-85351 FAX (851) 875-5894 ;Jennings itirtftvofeaosmcona J1Jt.. 01 2020 Pentwt Date Reamed 3J�— Staff. 2020 ZONING PERMIT APPLICATION p Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Property Information Site Address 1931 Berkshire Dr Owner Name N a s i r H a j i Contact Name _ Steve beauregard Address 1931 Berkshire Dr Applicant Signature Email address Eagan,Mn 55122 nasirhaji2@gmail.com Typo of Wolrk 0 Retaining Wall <4 feet 0 Patio o Sidewalk Description of woftt Planning 0 Driveway 0 Sport Court 0 Fence Phone 612-490-7682 City/State/Zip Eagan,Mfn 55122 fate 06/26/20 0 Other Shia Setbacks, hard surface coverage shoreland zoning, bluff zo /setbacks etc 1 r ‘yprovsd)Q>lnNd Date �40zo start Not s' sl,..� -f -b a� �-��. sue. c,, L r A.s s4,� �, fs r--b �-� ,inland era;� s D-� %-�.�z Revised Plans Approved Yes / No Dale: Staff Engineering j Grading. drainage, tit easements. wetlands, erosion control, improvements in the Right -of -Way. etc Approved / Dialed Date Staff Notes Revised Plane Approved Yes / No Dabs: Comments C— -BEFORE YOU DIQ Cl)aGopher Stela One Call at 1651► 454-0002 for D OI GSon Minot underground ulety densge Cab 48 hoofs Wore you ,niei'd to tip t0 feceve iocates of undo glounkl iAditses ow* QOpharstatOOneCIN iota You may subscribe to receive an electronic notification from me City of proposed ordinances by signing up for an small updiW on the City• ,Nebsite at *we/ cityoteayan coin/aubuntw ROBE ENGINEERING COMPANY, INC. 1000 CAST milk STMT. aurrSV1LL(. Mb*I[SOTA 111337 Ltgzl _aterLpUUQn: NORT N SCALE. I"* 3O' OENoTES EXISTING ELEVATION L. PLANN�AS sad l ANC IIVOAU P11 432- /6 2 Asa etwi- NAgCtEoveo mum 1931 t&t1<0."4... LOT I , BLOCK 1 J BERKSHI - PONDS DAKOTA COUN1Y, MINNESOTA DRAINAGE AND %TY EASEMENT TIONS DIVISIOpt, RDA,,,,, 7e, A,t)ip S 1,pillr DENOTES PROPOSED To G„Y E LEVATION Pe£Aa At INDICATES DIRECTION OF SURFACE DRAINAGE PAM?? FIN 1 SHED GARAFE R-COR ELEVATION° `t ,55 EAGAN REVIEWED BY: r'A7E: - P r,, i„ /7 /2 ..:TIONS DIVISION 1 03 tn I Xl n Rio' x I d I X► z'6' ► I- 2r 3o FRONT SuILDING SET6ACK LINE \ �jy� QQ N Q9" 4O 42dW T 4%j 70.6 '9 BERK'SH I DRWV E I\ 45. 2 h•rsby certify that this is a true and correct representation of a tract of land as shown* and described hereon.. A. prepared by se on this q_ day of Q.o+-e • 19 rs . Minn. *K• 1o._ .-.6!4;01.,P MTUFF SHEII Wall A• Base Details Building Size & Style TR-800 - 10' wide by 12' long Paint Selection Base: Brick Dust, Trim: Delicate White Roof Selection TBO 3 Tab Drip Edge White Wall D Wall B Options Details Doors 3' x 6'7" Double Shed Door (6'), Crossbuck Windows 2'x2' Horizontal Sliding Window Transoms 4 Ea Transom Window (16"x8") Walls 355 Sq Ft House Wrap Vents 3 Ea 16"x8" Wall Vent - White Customer Signature: Date: nasir haji 1931 berkshire dr eagan MN 55122 01933308-1927522 Wall C Jobsite/Installer Details Do you plan to insulate this building after Tuff Shed installs it? Yes Is there a power outlet within 100 feet of installation location? Yes The building location must be level to properly install the building. How level is the install location? Within 4" of level Will there be 18" of unobstructed workspace around the perimeter of all four walls? No Can the installers park their pickup truck & trailer within approximately 200' of your installation site? Yes Substrate Shed will be installed on? Grass OPTIONAL OVERHANG -, REFER TO THE TRUSS DESIGN FOR UP TO 12" 1 LUMBER SIZE, PLATE SIZE, AND • ,1111111 . ll I 116' ._'--'-- ------._ TRUSS SPACING DOUBLE TOP PLATES F--12 ' i 4 ✓ /�\L�� CHEI I�H WALL HEIGHT TRUSS NAIL PLATES ARE: EAGLE METAL PLATES (ICC #ESR-1082) RAFTER MANUFACTURED BY TUFF -SHED STEEL SHED BASE: SEE DETAIL 4 TR/TRD-800 SHED 10' to16' WIDE x UP TO 24' LONG SUNDANCE SERIES WALL FRAMING TO BE 2x4 HF STUD GRADE OR BETTER @ 16" O.C. EARTH ANCHORS FOR THIS BUILDING ARE OPTIONAL. IF REQUIRED BY YOUR LOCAL MUNICIPALITY, ANCHORS ARE AVAILABLE AT TUFF SHED. SEE SALESPERSON FOR PRICING. Io 10'-0" to 16'-0' WIDE OBUILDING SECTION - DOUBLE TOP PLATE i -- 1/2" PLYWOOD SPACER �-- CRIPPLES (IF REQ.) `-- HEADERS FOR OPENINGS UP TO 3'-0" USE (2) 2x4 HF #2 -- 2x4 WINDOW SILL - TRIMMERS - FLOOR DECKING �`-- BASE PLATE - KING STUD FOR WINDOW OPENINGS UP TO 3'-0" ON SUNDANCE SERIES SIDE WALLS WINDOW HEADER DETAIL FOR LOAD BEARING WALLS i- DOUBLE TOP PLATE /- 1/2" PLYWOOD SPACER ` `-TRIMMER ',.,,.., ‘--- BASE PLATE N.-- FLOOR DECKING FOR OPENINGS UP TO 8'-0" ON SUNDANCE SERIES SIDE WALLS - CRIPPLES (IF REQ.) -`--- HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 HF #2 OPENINGS 4'-1" TO 8'-0" USE (2) 2x6 HE #2 KING STUD 0 0DOOR HEADER DETAIL FOR LOAD BEARING WALLS iCuf NOTES: 1. BUILDING CODE: 2015 IBC AND 2015 IRC 2. DESIGN LOADING: WIND SPEED & EXPOSURE: 115C ROOF LIVE LOAD: 40 PSF ROOF DEAD LOAD: 10 PSF 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE REQUIREMENTS OF THE 2015 IBC AND 2015 IRC ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION METHODS. NAILING: ROOF: ATTACH 7/16" OS8 SHEATHING TO TRUSSES WITH: 8d NAILS @ 4" O.C. AT EDGES 8d NAILS @ 12" O.C. IN FIELD WALLS: ATTACH 3/8" SMARTSIDE TO WALL FRAMING WITH: 8d NAILS @ 4" O.C. AT EDGES. 8d NAILS @ 12" O.C. IN FIELD HEADER: ATTACH HEADER TO STUD WITH: 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER-16d @ 16" STAGGERED FACE NAIL KING STUD- "" "-""` I I If HEADERS FOR: --� OPENINGS UP TO 6-0" USE (2) 2x4 HF #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2x6 HE #2 0 HEADER DETAIL FOR NON - LOAD BEARING WALLS TRIMMER STUD #8 x 3" FLAT HEAD SELF -TAPPING SCREWS SPACED @ 24" O.C. 3/4" APA OR TECO RATED T&G FLOOR DECKING 2" x 6" STEEL--, JOISTS @ 24' 0.0 -. (600S137-054) #10 x 3/4' PAN HEADSELF-TAPPING SCREWS (2 PER TAB) VENT HOLES @ 24" O.C. - OPTIONAL LEVELING BLOCKS / 2' x 6' STEEL TRACK EACH --J ENO (600T125-064) 1. STEEL SHED FOUNDATION: 2' x 6"-16 GAUGE STEEL TRACKS G140 ZINC COATED 2' x 6"-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24' O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 8005137-054 /TRACK: 600T125-054) ICC ER-49438. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24' MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1-5/8" MINIMUM LONG SELF -DRILLING SCREWS t@ 12' O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #8 x 3" GALVANIZED SELF-pRILLING SCREWS @ 24" O.C. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2' x 8" x 16", 4' x8" x 16", OR 8"x8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. ® SHED BASE DETAIL TUFF SHED Storage Buildings & Garages TUFF SHED. INC. Order #. P.O.# Customer. Site Address: Building Size:Aran-HBHu1H.«EHaP-Bo.BT..a. Drawn By: 5J Date: 2/28/19 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED. INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY TUFF SHED INC & THE ENGINEER OF RECORD, DRAWINGS BY: TUFF SHED, INC. IN HOUSE DRAFTING DEPARTMENT 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-TUFF TUFF SHED INC. ASSUMES ALL RESPONSIBILITY FOR TECONTENT OF THESEWUWWOS AND TM 00641RuCTION OF THE BURfxNOS SHOWN HEREIN TITLE BUILDING SECTIONS SHED BASE DETAILS HEADER FRAMING DETAILS NOTES - 2015 IBC & IRC - 11&C DRAWING NO. TRTrRD800-02 REV. LEVEL 01 SHEET 4 PAGE 1 OF 1 Mike Schultz /Z 2 From: haji shige <nasirhaji2@gmail.com> Sent: Thursday, July 9, 2020 2:56 PM To: Mike Schultz Subject: DRW_GM_Haji Shige Zoning Permit Application_07092020.pdf Attachments: DRW_GM_Haji Shige Zoning Permit Application_07092020.pdf Hi,Mike This is Nasir Haji 1931 Berkshire Dr, Eagan, MN 55122 The color of shed is same as my house and also the roof same as my roof see below attached please. Thank you i