HomeMy WebLinkAbout0120468-Building
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OSHKOSH
ON THE WATER
Job Address 1943 MICHIGAN ST
CITY OF OSHKOSH No 120468
BUILDING PERMIT - APPLICATION AND RECORD
Owner ROBERT S/STACEY E REESE Create Date 07/11/2006
Contractor KRIER'S CONSTRUCTION
Designer
Category
140 - Interior Remodeling Plan
Type
. Building
o Sign
o Canopy o Fence o Raze
Class of Const: Size
Rooms Height Ft. o Projection I
-
Bedrooms Stories Canopies
Baths Signs
-
Zoning
Unfinished/Basement
Sq. Ft.
Finished/Living
Sq. Ft.
Sq. Ft.
Garage
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block . 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Not Required
Flood Plain
Height Permit
Park Dedication
# Dwelling Units
o
# Structures
o
Use/Nature SFRI Removing a portion of the wall between the kitchen and dining room to open up the kitchen. A code compliant header will be
of Work linstalled in addition to a footing and post in the basement. A pantry will also be constructed in the kitchen. No cabinets are being
replaced at this time. Heat ducts are being relocated.
HV AC Contractor
ANDRESEN SHEET METAL
Plumbing Contractor
Electric Contlractor HOMEOWNER
Issued By:
$3,000.00 Plan Approval
$0.00 Permit Fee Paid
$39.00 Park Dedication
$0.00
Date 07111/2006
Final/O.P. 00/00/0000
o Permit Voided I
Parcelld # 1409610100
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 to secure any ce a a provals before starting such activity.
Signature
Agent/Owner
OSHKOSH
Date '(=1/;1 k
Address
WI 54903 - 3424
Telephone Number
426-4967
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.
7/7/2006 11:37 AM FROM: 9202353061 TO: +1 (920) 6852333 PAGE: 002 OF 003
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TJ.Bea~ 6.20 Serial Number:'7005123357
User: 1 7/71200611:37:19 AM
Page 1 Engine Version: 6.20.16
NEW DROPPED HEADER OVER KITCHEN
3 Pes of 1 3/4" x 9 1/2" 1.9E Mierollam@ LVL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
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18' 6"
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Product Diagram ,. Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 15'
Primary Load Group - Resldential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
Input Bearing Vertical React/onts (Ibs) Detail Other
Width Length LiveJDead/UpliWT otal
1 stud wall 3.50" 1.87" 3150/1017/0/4167 A3: Rim Board 1 Ply 1 1/4" x 9 112" O.BE T J-Strand Rim Boar(j!)
2 stud wall 3.50" 1.87" 31.50/1017/0/4167 A3: Rim Board 1 Ply 1 1/4" x 9 112" O.BE T J-strand Rim Boar(j!)
-See T J SPECIFIER'S 1 BUILDERS GUIDE for .detail(s): A3: Rim Board
DESIGN CONTROLS:
Max/mum Design Control
Shear (Ibs) 4035 -3307 9476
Moment (Ft-Lbs) 10256 10256 17662
Live Load Def! (in) 0.221 0.254
Total Load Defl (in) 0.293 0.508
-Deflection Criteria: STANDARD(LLU480,TL:L1240).
-Bracing( Lu): All compression edges (top and bottom) must be braced at 10' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stabiHty.
Control
Passed (35%)
Passed (58%)
Passed (U551)
Passed (U417)
Location
Rt. end Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software wiD
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availabiHty.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above.
-Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION:
KRIER CONSTRUCTION
KITCHEN REMODEL
OPERATOR INFORMATION:
BEN STELLMACHER
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH, WI 54901
Phone: (920)235-3080
Fax: (920)235-3061
ben@noffkelumber.com
Copydght (tl 2005 by Trus Joist, a llleyerhaeuset Business
t.ficrollam~ is a registered tradematk of Tru::;s Joist~
7/7/2006 11:37 AM FROM: 9202353061 TO: +1 (920) 6852333 PAGE: 003 OF 003
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TJ-Bearr/!ll6.20 Serial Number: 7005123357
User: 1 71712006 11 :37:20 AM
Page 2 Engine Version: 8.20.16
NEW DROPPED HEADER OVER KITCHEN
3 Pes of 13/4" x 91/2" 1.9E Mierollam@ LVL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
10' 2.00"
Max. Vertical Reaction Total (lbs) 4167
Max. Vertical Reaction Live (lbs) 3150
Required Bearing Length in 1.87(W)
Max. Unbr~ced Length (in) 126
4167
3150
1. 87 (W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction Ilbs)
Support Reaccion (lbs)
Moment (Ft-Lbs)
o . 90 1. 0
807
985
985
1017
Dead
-807
-985
985
1017
2504
Loading on all spans, LDF = 1.00 ,
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.0 Dead + 1.0 Floor
3307 -3307
4035 -4035
4035 4035
4167 4167
10256
0.221
0.293
PROJECT INFORMATION:
KRIER CONSTRUCTION
KITCHEN REMODEL
OPERATOR INFORMATION:
BEN STELLMACHER
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH. WI 54901
Phone: (920)235-3080
Fax: (920)235-3061
ben@noffkelumber.com
Copyright <9 2005 by Trus Joist, a Weyerhaeuser Business
Microlla1O.~ is a registered trademark of Trus Joist.
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THESE PLANK HAVE BEEN PRODUCED BY KMERE
CONSTRUCTIONMA Wit, ANY REMDUMON
oROTx�RU�a�TIPr�NS�ITIrTxa
WRITTEN WNW Of OONSTRUCTIO
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CUSTOMER APPR
WE APPROVE THIS PLAN AS SHOWN
AND UNDERSTAND THAT NO CHANGES
WILL BE MADE ONCE APPROVED.
SIGNED
DATED
12'- 7
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DRA N BY C 9
DATE 7Is /dG
D RAWNGA' 17 �
FOR BOB REESE
CONSTRUCTION
D Now momaz A ttu�olkpv�
(920) 426.496W
HFVV D ROPPf-.[ i Ik }1f i .I• I L -C;U I RI. J)
WALL SCHEDULE'.
EXISTING WALLS TO STAY
f- _ WALLS TO 13E REMOVED AS REQU I RED
WALLS TO BE PATCHED AS REQUIRED
Nam
r THESE PLANS HAVE BEEN PRODUCED BY KRIER'S
CONSTRUCTION•OSHKOSH, WL ANY REPRODUCTION
OR OTHER USE OF THESII PLANS WITHOUT THE
WRITTEN CONSENT OF KRIERB CONMUCTION•
OSHKOSH, WI IS STRICTLY PROHIBITED,
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" C USTOMER P ROVA
WE APPROVE THIS PLAN AS SHOWN
AND UNDERSTAND THAT NO CHANGES
WILL BE MADE ONCE APPROVED.
SIGNED
DATED
DRAWN BY
DAEE C 7N
DRA W NG A a�somos d Rvnsetialle�
FOR BOB R'EESE _ (924) 425 -494
NOTE'
MAIN FLOOR UHLER FEIN YIEPDE:R IN SMALL
3 PCS 2 x10 D.F. WITH ONE JACK POST
U NDEW NEW SHOULDER STUDS
B E W FOOTING 2`, 2L- 12 -.DE P-/
ASEMENT)
NOTE:
THESE PLANS HAVE BEEN PRODUCED BY KRIER'S
CONSTRUCTION-OSHKOSH, WI. ANY REPRODUCTION
OR OTHER USE OF TOE PLANS WITHOUT THE
WRITTEN CONSENT OF KRIER'S CONSTRUCTION.
OSHKOSH, WI IS STRICTLYPROHIBITED,
CUSTOMER APPROVAI,
WE APPROVE THIS PLAN AS SHOWN
AND UNDERSTAND THAT NO CHANGES
WILL BE MADE ONCE APPROVED.
SIGNED
DATED
1
IM CPOI..L -A fvi
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NEW DROP; �
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PATCH SCI;IYIT AS NEt"_U
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NEW _ FLOOR PLAN
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WALL SCHEDULE'
' ,I WALLS TO BE PAT AS REGUIRED
EKISTI NG WALLS TO STAY
- -- _ - NEW 2 x 6 WALL 16` 0,C,
DRAWN BY elm
DAVE
D RAWINO
FOR BOB REESE
CONSTRUCTION
b rs flow Homes & Reftwonng
(920) 426 -4967