HomeMy WebLinkAbout0126003-Building (addition)
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OSHKOSH
ON THE WATER
Job Address 1820 COLUMBIA AVE
CITY OF OSHKOSH No 126003
BUILDING PERMIT - APPLICATION AND RECORD
Owner STEVEN M KOELLER Create Date 07/30/2007
Designer
T- Karrels
Contractor OWNER
Category
111 - Single Family Addition
Plan
Type
. Building
o Sign
o Canopy
o Fence
o Raze
Zoning
R
Class of Const: VB
Size 16' x 20'
Unfinished/Basement Sq. Ft.
Rooms
Height
Ft.
D Projection I
Canopies
Finished/Living
Sq.Ft.
Bedrooms
Stories
Signs
Garage
Sq.Ft.
Baths
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Required
Occupancy Fee
$0.00 Flood Plain No
Height Permit Not Required
Not Required
# Dwelling Units
o
# Structures
o
Park Dedication
Use/Nature SFRI Construction of new addition as per plans, in place of existing concrete patio. All loads must transfer properly.
of Work
Plumbing Contractor
HV AC Contractor
Electric Contractor
,000.00 Plan Approval
$50.00 Permit Fee Paid
$163.00 Park Dedication
$0.00
Date 07/30/2007 Final/O.P. 00/00/0000
D Permit Voided I Parcelld # 1213660000
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 City strongly urges the permit applicant to contact the easement
holder(s) and t ur~ any necessary apl::Jro ~s fore starting such activity. 7
~.,.~t7.~cP.
Signature Date ;;? .
Agent/Owner
Address
1820 COLUMBIA AVE
OSHKOSH
WI 54901 - 2108
Telephone Number
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.
.;;:,,';,~;}~~;~;:.>:~.;,~ :i~,:"" '. ".
THOMAS R. KARRELS,P.E., S,.C.
CONSULTING ENGINEER
19;:/' ALGOMA BOULEVARD
';y,..+" .
OSHKOSH, WISCONSIN 54901
(920) 426-4470
FAX (920) 426-8847
LETTER OF TRANSMITTAL
TO: O.5HKOSH }N~P~CjJONS
~f:5" ("..MURcH ;'v'~UE
t)SHmSH. )AI. 154:'03
, I
PROJECT NAME: J~'J ~ COUJMB / A
ATTN: eR IAN NOE:.
DATE: \..JLJL.Y~'O J ~7
PROJECT NO: MCJ7:3 2-
- ree.' j<6cL-LER
WE ARE SENDING YOU
D Shop Drawings
D Letter
D Prints
D Other
'COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
o For approval
D For your use
D As requested
D For review and comment
REMARKS
J!;R)AH -
Rf::V/SED DRAWIH5 5/-JDv-<INe THE. \/FJJ'I/JN5 SySrrE!v1 r:-~
TtfE. ~Tr t N'5JJLiA.rlt:>N AND T6M IS LSJ~f<.
,
<Sp~s-)4=~~ J6l?~/'-
BEeENEf)
JUL 2 5 2007
DEPARTMENT OF
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION
COPY TO
SIGNED: LF;r:=. R::>Z~
If enclosures are not as noted, kindly notify us at once.
THOMAS R. KARRELS, P.E., S.C.
CONSULTING ENGINEER
July 23, 2007
To: Brian Noe - Oshkosh Building Inspections
From: Tom Karrels
Brian:
This letter is a follow up to our phone conversation of July 13th regarding the house
addition at 1820 Columbia in Oshkosh.
In our phone call you had expressed concerns regarding the separation of building
elements where the new house addition that had a frost wall foundation was adjacent to a
part of the existing house that was resting on a floating concrete slab foundation. You
specifically cited portions of the building code that stated the different type of
foundations had to be separated and include expansion or control joints that allowed
independent movement or the entire existing floating structure had to be underpinned
with a new frost walL
It is my contention that if we underpin only the portion of the floating slab that the new
addition is directly in contact with and leave the remainder of the structure floating, the
building can be made to accommodate the minimal movement where to two different
systems meet. This in effect would act almost as a hinge and allow the portion of the
foundation that is still floating to pivot about this point if any uplifting of the slab should
occur. This movement can be accommodated at the new roof intersections by means of
flashing and slip joints. Any movement of the floating slab portion of the building occurs
in the unfinished garage which does not have any plaster or drywall interior finishes that
could crack.
I base the above judgement on years of experience where I have engineered floating slab
foundations that are adjacent to frost wall foundations and have never had a problem with
cracking or settlement as long as my construction details were followed. I believe that our
design for the house at 1820 Columbia is a good engineered solution that can benefit the
owner with cost savings and minimal disruption to the existing structure.
a:1i~
Tom Karrels P.E.
RECEI
JUL2 5 2007
DEPARTMENT OF
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION
o
1934 ALGOMA BOULEVARD
OSHKOSH, WISCONSIN 54901
(920) 426-4470
FAX (920) 426-8847
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OWNER TO DISCUSS WITH ROOFERS
THE INSULATION & ROOFING SPECIFICATIONS
FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLE~
1 1 /2"~ HOLES FOR VENTING
INTO EXISTING ATTIC
1" POLYISOCYANURATE SINGLE PLY ROOFING,
SINGLE PLY ROOFING,\ RIGID INSULATION ~ \
PROPER VENT 5/8" APA RATED I'i'
(ROOF SHEATHING
TREATED WOOD BLOCKING~ ~: r. I
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.~ .' ' . ,(;,1 JOIST AT 16" O/C ' b'" j ""'.,.
GUTTER TO~~. .',~ ;-'~ 9 1/2" UNFACED FIBERGLASS
VENT W/INSECT SCREEN ;::~;';,:::: VISQUEEN VAPOR BARRIER
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VERIFY REQUIRED SLAB
DEPRESSION W/OWNER'S
HARDWOOD FLOOR PRODUCT
DRYWALL ~
1 EXTERIOR I
REMOVE EXISTING
VINYL SIDING~
I NEW ADDITION I
VINYL SIDING TO
MATCH EXISTING~
EXISTING SHEATHING-
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2" RIGID INSULATION
2~#4 CONTINUOUS
TOP AND BOTTOM-
LAP 16" MINIMUM
UNDISTURBED VIRGIN SOIL-
CONTACT CITY OR ENGINEER
TO VERIFY BEARING CAPACITY
BEFORE POURING FOOTING
(ENGINEER HAS ASSUMED
3000 PSF BEARING)
HEADER SCHEDULE
H 1-(2) 2X10'S
H2- (3) 1 3/4" X 11 7/S" MICROLAM
W/2 STUDS BELOW FOR BEARING
EXISTING ROOF FRAMING
PROVIDE SIMPSON H3
HURRICANE TIES
~NEW STUDS AT 16" O/C
EXISTING STUD WALL
I EXISTING VESTIBULE I
lEX/STING SLAB ON GRADE
NOTE:
REMOVE SLAB AND ANY
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CLAY
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VISQUEEN VAPOR BARRIER
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EXISilNG CONCRETE
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ENGINEER ASSUMES THIS AREA WILL NOT
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COMPACTED BACKFILL REQUIRED TO
PROPERLY SUPPORT THE NEW SLAB
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SECTION @
1/2"=1'-0"
1/2"=1 t _0"
TJI JOIST SYSTEM
LUMBER YARD TO SIZE FOR 40# PSF
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EAST ELEVATION
1/8"= l' _0"
NOTE:
CARPENTER SHOULD VERIFY ELEVATIONS BY MORE
DETAILED FIELD MEASURING. ENGINEER HAS DRAWN
FROM APPROXIMATE DIMENSIONS ONLY.
r 25% TfHICKNESS OF
SLAB WI~HIN 18 HRS.
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DATE JULY 23, 2007
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FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLES
HEADER SCHEDULE
OWNER TO DISCUSS WITH ROOFERS
THE INSULATION & ROOFING SPECIFICATIONS
1 1/2"0 HOLES FOR VENTING
INTO EXISTING ATTIC AT EVERY
JOIST SPACE
H1-(2) 2X10'S
H2- (3) 1 3/4" X 11 7/8" MICROLAM
W/2 STUDS BELOW FOR BEARING
PROPER VENT AT
EVERY JOIST SPACE
5/8" APA RATED
ROOF SHEATHING
SINGLE PLY ROOFING\
olC
EXISTING ROOF FRAMING
H3
GUTTER TO/
MATCH EXISTING
9 112" UNFACED FIBERGLASS
BATT INSULATION- R=30
PREFINISHED VENTED
ALUMUINUM SOFFIT
VISQUEEN VAPOR BARRIER
NEW SHEATHING TO MATCH EXISTING-
REMOVE 18" OF EXISTING SHEATHING
& EXTEND NEW SHEATHING DOWN TO
EXISTING STUDS
2X6 STUDS AT
16" OIC. USE
STUD GRADE LUMBER
VISQUEEN VAPOR BARRIER
REMOVE EXISTING
VINYL SIDING~
I NEW ADDITION I
EXISTING SHEATHING-
COVER W/NEW DRYWALL
I EXISTING VESTIBULE I
I EXTERIOR I
I NEW ADDITION I
VINYL SIDING TO
MATCH EXISTING~
UNFACED FIBERGLASS
BATT INSULATION
VERIFY REQUIRED SLAB
DEPRESSION WIOWNER'S
HARDWOQD FLOOR PRODUCT
TREATED 2X6 SILL
PLATE W/5/S"0
ANCHOR BOLT AT
4' -0" olc
(EXISTING SLAB ON GRADE
NOTE:
REMOVE SLAB AND ANY
BLACK DIRT OR ORGANIC
MATERIAL FOUND. INTENT
IS TO HAVE NEW SLAB
-.------ BE SUPPORTED BY 6" OF
CLEAR STONE OVER
o COMPACTED GRANULAR
I FILL DOWN TO VIRGIN
CLAY
NEW CONCRETE FOOTING
2" RIGID INSULATI N
R=10
VISQUEEN VAPOR BARRIER
REMOVE EXISTING CONC. SLAB
MIN. 6" CLEAR STONE
o
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VISQUEEN VAPOR BARRIER
COMPACTED FILL
2-#4 CONTINUOUS-
LAP 16" MINIMUM
1'-6"
COMPACTED GRANULAR FILL
co
4" 8" 4"
1 '-4"
UNDISTURBED VIRGIN SOIL-
CONTACT CITY OR ENGINEER
TO VERIFY BEARING CAPACITY
BEFORE POURING FOOTING.
(ENGINEER HAS ASSUMED 3000
PSF BEARING)
SECTION
CD
@
SECTION
1/2"=1' -0"
1/2"=1'-0"
FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLES
FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLES
(SINGLE PLY ROOFING
CLIP
SINGLE PLY ROOFING\
CLIP
5/8" APA RATED
ROOF SHEATHING
11 7/8" TJI ROOF
JOIST AT 16" OIC
9 1/2" UNFACED FIBERGLASS
BATT INSULATION- R=30
EXISTING ROOF FRAMING
VISQUEEN
NEW UNFACED FULL
BATT INSULATION R= 15
NEW DRYWALL
EXISTING SHEATHING
EXISTING WOOD STUD WALL
EXISTING STUD WALL
REMOVE EXISTING
VINYL SIDING
VAPOR BARRIER
REMOVE EXISTING
VINYL SIOING~
NEW DRYWALL
I EXISTING GARAGE I
I NEW ADDITION I
I NEW ADDITION I
I EXISTING RESIDENCE I
VERIFY REQUIRED SLAB
DEPRESSION W/OWNER'S
HARDWOOD FLOOR PRODUCT
1" RIGID INSULATION
tHARDWOOD FLOOR ~
VISQUEEN VAPOR
BARRIER
ASSUMED WOOD FLOOR
L JOIST SYSTEM
o
I
~
MIN. 6" CLEAR STONE
REMOVE EXISTING CONC. SLAB
NEW CONCRETE
FOUNDATION WALL
MIL VISQUEEN VAPOR BARRIER
COMPACTED GRANULAR FILL
2" RIGID INSULATION
ENGINEER ASSUMES THIS AREA WILL NOT
HAVE COMPACTED BACKFILL PRESENT.
COMPACTED BACKFILL REQUIRED TO
PROPERLY SUPPORT THE NEW SLAB
2 -#4 CONTINUOUS
TOP AND BOTTOM-
LAP 16" MINIMUM
UNDISTURBED VIRGIN SOIL-
CONTACT CITY OR ENGINEER
TO VERIFY BEARING CAPACITY
BEFORE POURING FOOTING
(ENGINEER HAS ASSUMED S ECTI 0 N
3000 PSF BEARING)
@
SECTION
@)
1/2"= l' -0"
1/2"= l' _0"
K
TJI JOIST SYSTEM
LUMBER YARD TO SIZE FOR 40# PSF
WITH RECOMMENDED DEFLECTION FOR
DRYWALL CEILING. SUPPLY EXTRA
STRENGTH AT SKYLIGHTS AND PROPER
HANGERS
5/8" APA RATED SHEATHING
H1
..-
I
NORTH
1/8"= 1 J -0"
s
ROOF FRAMING PLAN
SEE TYPICAL SAW
JOINT DETAIL
NORTH
1/8"= l' -0"
S.J. INDICATE SAW JOINT LOCATIONS
PLAN
s
EXISTING
SHINGLE
ROOF
NEW VINYL SIDING
TO MATCH EXISTING
t-----------------------------J
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C_______J
NEW FOOTING~
NORTH
ELEVATION
1/8"= 1 J _0"
I I
I EXISTING I
I STRUCTURE I
C---------------------7------------l--------
EXISTING FOOTING NEW VINYL SIDING
TO MATCH EXISTJNG
I
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I
-------______ ___J
\ NEW ADDITION
~NEW FOOTINGS
EAST ELEVATION
1/8"= l' _0"
25% THICKNESS OF
SLAB 'WITHIN 18 HRS.
NOTE:
CARPENTER SHOULD VERIFY ELEVATIONS BY MORE
DETAILED FIELD MEASURING. ENGINEER HAS DRAWN
FROM APPROXIMATE DIMENSIONS ONLY.
WIRE MESH- 00 NlOT CUT. LOCATE @ 2" BELOW TOP
OF SLAB. LAP MESH 8".
TYPICAL SAW JOINT DETAIL
NO SCALE
ROOF OVERHANG
NEW SLIDING
GLASS DOORS
{PROPERTY LINE
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INDICATES EXISTING STRUCTURE
REVISIONS BY
7/30107
ADD ROOF OVERHAN
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SCALE
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A1
SHEETS
LJR
REVISIONS BY
TJI JOIST SYSTEM
LUMBER YARD TO SIZE FOR 40# PSF
WITH RECOMMENDED DEFLECTION FOR
DRYWALL CEILING. SUPPLY EXTRA
STRENGTH AT SKYLIGHTS AND PROPER
HANGERS
HEADER SCHEDULE
FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLES
1 1/2"C/J
OWNER TO DISCUSS WITH ROOFERS
THE INSULATION & ROOFING SPECIFICATIONS
5/8" APA RATED SHEATHING
H 1 -(2) 2X 1 O'S
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DATE JULY 23, 2007
SCALE AS NOTED
DRAWN LJR
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OF SHEETS
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H 1 -(2) 2X10'S
H2- (3) 1 3/4" X 11 7/S" MICROLAM
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SECTION
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1/211=,' -011
NOTE:
DO NOT BEAR NEW T JI
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TYP I CAL
FLASH NEW SINGLE PLY ROOF
UNDER EXISTING SHINGLES
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UNFACED FIBERGLASS
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PACK CAVITY FULL
VISQUEEN VAPOR BARRIER
NEW UNFACED FULL
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EXISTING ROOF FRAMING
NEW DRYWALL
EXISTING SHEATHING
EXISTING WOOD STUD WALL
EXISTING STUD WALL
REMOVE EXISTING
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NEW DRYWALL
I EXISTING GARAGE I
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ENGINEER ASSUMES THIS AREA WILL NOT
HAVE COMPACTED BACKFILL PRESENT.
COMPACTED BACKFILL REQUIRED TO
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2-#4 CONTINUOUS
TOP AND BOTTOM-
LAP 16" MINIMUM
6"
UNDISTURBED VIRGIN SOIL-
CONTACT CITY OR ENGINEER
TO VERIFY BEARING CAPACITY
BEFORE POURING FOOTING
(ENGINEER HAS ASSUMED S ECTI 0 N
3000 PSF BEARING)
@
8" MIN.
SECTION
00
1/2"= l' -0"
1 /2"= l' -0"
TJI JOIST SYSTEM
LUMBER YARD TO SIZE FOR 40# PSF
WITH RECOMMENDED DEFLECTION FOR
DRYWALL CEILING. SUPPLY EXTRA
STRENGTH AT SKYLIGHTS AND PROPER
HANGERS
5/8" APA RATED SHEATHING
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FROM APPROXIMATE DIMENSIONS ONLY.
25% THICKNESS OF
SLAB WITHIN 18 HRS.
NORTH
1/8"= 1 ' -0"
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FOUNDATION
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DATE JULY 23, 2007
SHEET
OF
AS NOTED
LJR
M0732
A1
SHEETS