HomeMy WebLinkAbout0127732-Building (foundation)
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OSHKOSH
ON THE WATER
Job Address 1065 W 5TH AVE
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CITY OF)SHKOSH No 127732
BUILDING PERMIT - P ,.)LlCATION AND RECORD
Owner JAM"::S P/JULlE J MAYER Create Date 11/08/2007
Designer
Contractor OWNER
Category
141 - Exterior Remodeling Plan
Type
. Building
o Sign
o Canopy
Class of Const:
o Fence
o Raze
Zoning
Size
Unfinished/Basement Sq. Ft.
Rooms
Height
Ft.
o Projection I
Finished/Living
Sq.Ft.
Sq.Ft.
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Not Required
Occupancy Fee
$0.00 Flood Plain
Height Permit
Park Dedication
# Dwelling Units
o
# Structures
Use/Nature ~~R/ Repairing the block foundation per the engineering submitted. Steel beams will be installed on the inside of the walls pef the plan.
of Work ode compliant footings will be poured to support the front porch.
o
HV AC Contractor
Plumbing Contractor
Electric Contractor
Fees: val~
Issued By: .
$9,000.00 Plan Approval
$0.00 Permit Fee Paid
$81.00 Park Dedication
$0.00
Date 11/08/2007
Final/O.P. 00/00/0000
o Permit Voided I
Parcelld # 0608090000
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 ermit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and s cure any<necess pprovals befor starting such activity.
Agent/Owner
OSHKOSH
Date ~
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Signature
Address 4645 STONEFIELD
WI 54902 - 0000 Telephone Number
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To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (Le. 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.
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NEW 2X8 BLOCKING
30# FELT PAPER
DAP PL400 ADHESIVE-
FULL COVERAGE
NEW 2X8 DOUG
FIR BLOCKING-
FIT ]rIGHT TO FLOOR,
GLU:E AND TOE NAIL
GLUE NEW 2X12 TO
ALL JOISTS AND BLOCKING
MEMBERS WITH DAP PL400
ADHESIVE (FULL COVERAGE)
1- 3/4"0 THRU BOLT
GLUE NEW 2X12 TO
ALL JOISTS WITH PL400
ADHESIVE
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EXISTING 8" X 9" 0
WOOD BEAM W en
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.-------EXISTING STEEL POST I
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EXISTING 2X8 WOOD JOIS S @ 16" O/C - CL en
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SUB FLOOR
1- 3/4"0 THRU BOlLT
NEW 6" X 6" X 1/4" STEEL
PLATE ON BACKSIDE OF JOIST
TOP SOIL
EXISTING
2X8 WOOD JOISTS
@ 1 6" o/c
TOP SOIL
EXISTING
2XS WOOD JOISTS
@ 16" O/C
GRANULAR BACKFILL
FOR DRAINAGE
NEW 2X 12 DOUGLAS FIR (#2 OR BETTER)
POSITIONED TIGHT AGAINST S4
GRANULAR BACKFILL
FOR DRAINAGE
NEW 2X12 DOUGLAS FIR (#2 OR BEITER)
POSITIONED TIGHT AGAINST S4
3-3/8"0 LAG BOLTS
X 4 1/2" LONG
NEW S4X7.7
3-3/S"0 LAG BOLTS
X 4 1/211 DEEP
NEW S4X7.7
DAMPPROOF WALL
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DAMPPROOF WALL WITH
TROWEL GRADE PRODUCT
JACK WALL BACK TO PLUMB
POSITION. RE - TUCK POINT
DAMAGED JOINTS & GROUT
ANY VOIDS BETWEEN WALL
AND FLANGE OF COLUMN
WITH NON SHRINK GROUT
EXCAVATE TRENCH PER
OSHA REGULATIONS
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S" CMU WALL
8" CMU WALL
24" OF CLEAR STONE
OVER DRAIN TILE
CONNECT DRAIN TILE
TO SUMP PIT
EXISTING
4" CONCRETE SLAB
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ISECTION
:3/4"=11-0"
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DATE NOV. 7. 2007
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,/As NOTED
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