HomeMy WebLinkAbout0125964-Building (garage)
,ce
OSHKOSH
ON THE WATER
Job Address 3401 LOGAN DR / BUILDING # 2
CITY OF OSHKOSH
No
125964
BUILDING PERMIT - APPLICATION AND RECORD
Owner PREMIER REAL ESTATE MGMT LLC/JAN RIC Create Date
07/25/2007
Designer
Contractor BB CONSTRUCTION
Category
Z12 - New Parking Garages (building & open decked) Plan
Type
. Building
o Sign
o Canopy
o Fence
o Raze
Zoning
Class of Const:
Size
Unfinished/Basement
Sq.Ft.
Sq.Ft.
Sq.Ft.
Rooms
Height
Ft.
o Projection I
Finished/Living
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation
. Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier
o Treated Wood
o Other
Occupancy Permit
Occupancy Fee
$0.00 Flood Plain
Height Permit
Park Dedication
# Dwelling Units
o
# Structures
o
Use/Nature IApartmenU 24' x 36' detached garage* Per approved site plan and conditional use dated 7-10-2007.
of Work.
.
HV AC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation
$19,000.00 Plan Approval
$0.00 Permit Fee Paid
$142.00 Park Dedication
$0.00
Issued By:
~
Date 07/25/2007
Final/O.P. 00/00/0000
o Permit Voided i
Parcelld # 1250184000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the ~ strongly urges the permit applicant to contact the easement
holder(s) and to sec~ any necessa~ pprovals for };artlng such activity. .' /-_ L
Signature (L::.. G Date 7 ~S~?
, /
REDGRANITE
WI 54970 - 0000 Telephone Number 566-0282
Address 1004 W BANNERMAN A
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 3401 Logan Drive
Date: 07/24/07
Applicant Name: Brian w/ BB Construction
Phone: 920-290-0127 Fax:
Owner: Premier Real Estate Management LLC
Parcel Number(s): 12-5018-4000 Zoning: R-4 PD
Type of Construction: PD amended/approved for new garage in front yard
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Comer-Side Setback
Interior-Side Setback
Rear Setback
Building Area
Access Regulations
Parking Standards
Loading Standards
Vision Clearance
Trans. Yard Standards
Screening
Landscaping
Lighting
Signage
Mechanical Screening
Var.!CUPIPD Conditions
Other
Comments/Conditions
o NOTE: Approved via CUP (Resolution 07-186).
o CONDITION: Based standard modification is granted for placement within
the front yard.
o CONDITION: Addition of a window and landscaping on the south fayade of
the structure shall be installed.
***THIS REVIEW IS FOR ZONING PURPOSES ONLY. CONTACT
INSPECTION SERVICES (920-236-5050) TO DETERMINE IF MORE
INFORMATION IS NEEDED PRIOR TO PERMIT ISSUANCE***
***REVIEW FEE NOT COLLECTED. APPLICANT MUST REMIT PRIOR TO
PERMIT ISSUANCE***
Review Fee: $25.00
o Approved
[Xl Approved w/Conditions
o Denied
o Hold
Reviewed by: Todd Muehrer
Review Date: 07/25/07
Please contact the Zoning Administrator at 920.236.5057 if you have any questions.
REVIEW AUTHORITY
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior
work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed.
COPY ADDRESS FILE PLANNING FILE
STR DOCUMENT VIEW
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Page 2 of3
JULY 10\ 2007
07-186
RESI
(CARRIED 6-1
LOST
LAID OVE R
WITH DRAWN_
INITIATED BY:
AMEND CONDITIONAL USE PERMIT; APPROVE REVISE
PLANNED DEVELOPMENT 13401-3413 LOGAN DRIVE
PREMIER REAL ESTATE MANAGEMENTI OWNER
PURPOSE:
PLAN COMMISSION RECOMMENDATION: Approved with conditions
WHEREAS, the Common Council previously granted a conditional usa p
a planned multi-family residential development for construction of apartment cor
parking and amenities; and
WHEREAS! the owner desires to revise the planned developn
constructing a 864 sq. ft. garage/storage building within the front yard~ per the a'
NOW, THEREFORE, BE IT RESOLVED by the Common Council of th'
Oshkosh that the planned multi-family residential development on Logan Drive i.
revised to allow construction of a 664 sq. ft. garage/storage building in the frc
per the attached, with the following conditions:
1) Base standard modification is granted for placement within the front yard
2) Addition of a window and landscaping on the south facade of the
structure,
BE IT FURTHER RESOLVED that the Common Council of the City of l
hereby approves of the Planned District Overlay and revised development plar
attached. All other conditions of approval shall remain enforce,
http://www.ci.oshkosh.wi.us/weblink/Doc View.asp?DocumentID=4445 85&FolderID=432... 7/25/2007
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OSHKOSH, WI
JACKSON FARMS
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35'-4" X 23'-4"
5;112 ROOF PITCH
8'-4 112" HIGH
WALLS
2-PL Y 14" LVI. HEADERS
IN EACH O.H. DOORS
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HOLD DOWN'S ARE TO BE
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BB CONSTRUCTION
REDGRANITE, WI. 54970
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OSHKOSH, WI.
JACKSON FARMS
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3401-13 LOGAN DR.
PREMIER REAL EST.
GARAGE
CROSS SECTION/DETAILS
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SImpson SIrong-Tlo
TN.. and Rofter Connections to Wood Top Plates
H2.6 HURRlCAIE CUPS
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66 CONSTRUCTION
REDGRANITE. WI 54970
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Tension Ties - HTT series, L T~ series, L TT131, & MTS278
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Typical MTS27B installation
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HTT16/HTT22 similar
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HTT16 HTT16 10 ---- 2-1/2 15-518 2 1-3/8 1-3/4 (1) 5/8 (18) 10d ._WR ~ 3 0.125
(18) 16d 3790 4 ,h -- -- -- 0.099
Ci HTT2IJ HTT22 10 2-1/2 21-1/2 2 1.3/8 1-3/4 (1) 5/8 (32) lOd ---- 5370 5370 --'-- ---- 0.125
h __ (32) 16d
HTT30 7 3 29-314 3-3/4 1-3/8 2-1/2 (1) 7/8 (36) 10d -- -~ 7220 7220 ~- -- _MM. 0.125
---. ---- (36) 16d
HTT50 7 3 42-5/16 3-3/4 1-3/8 2-1/2 (1) 718 (56) 10d -- ~- 9250 9250 __ h ---- 0.110
--.- ---- (56) 16d
~1Q8 ,18" j;jj ,010, < tllbm [ltl~X'j~'Ii. '....i,. ~5 2E'i ,p.P!)!);
LTT19 16 3 1-314 22-114 3 1-112 2-1/2 (1)3/4 (8) 10d ---- 1225 1390 ---- ---- 0.076
1-1/2 3-3/4 (1) 1/2 (10) 16d 1910 1910 0.125
L TS208 L TT20 12 3 2 20 3 ---- ---. ----
(10) 10d x 1-1/2 1575 1890 0.120
L TT20B 3 2 20 3 1-1/2 3-3/4 (1) 3/4 (10) 16d (2) 1/2 1910 '1910 1260 1515 0.125
L TS20B8 12 (10) 10d x 1-1/2 1575 1890 0.120
MTS27B3,8 MTT28B 10 3 2-1/16 27 2-3/4 2 1-112 (1) 3/4 (24) 16d (4) 1/2 4635 4635 2570 3085 0.115
HTT30
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MTS278
1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted.
2) Minimum nail embedment shall be 1.112" for 10d nails and 1-5/8" for 16d nails.
Bolts require a minumum length of 1-1/2" in vertical member for the listed loads.
3) For MTS27B: 16d sinkers or 10d common nails may be substituled for the specified 16d common nails provided the listed allowable loads are reduced 15%.
4) 16d sinkers may be substituted for the specified lad common nails with no load reduction.
5) The designer must specify anchor bolt type. length and embedment.
6) Deflections are derived from static. monotonic load tests of devices connected to DF-L wood members with specified fasteners.
7) HTT holdowns raised off of the sill plate may have higher deflection values.
8) L TTI, L TS, and MTS holdowns shall be installed tight to the sill plate.
New products or updated product information are designated in red.