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
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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