HomeMy WebLinkAbout2002-Buildingf-1
OSHKOSH
ON THE WATER
Job Address 1522 MAPLE AVE
Designer
Owner CARROLL L FAUST
Contractor JJ GEFFERS INC
No 0092756
Create Date 02/22/2002
Category 140 -Interior Remodeling Plan
Type ~ Building (~ Sign Q Canopy ~ Fence (~ Raze
Zoning Class of Const: Size
Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ^ Projection
Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies 0
Garage 0 Sq. Ft. Baths 0 Signs 0
Foundation ~ Poured Concrete ~ Floating Slab ~ Pier ~ Other
Concrete Block ~ Post ~ Treated Wood
Occupancy Permit Required Flood Plain Height Permit
Park Dedication # Dwelling Units 0 # Structures 0
Use/Nature
of Work
CITY OF OSHKOSH
BUILDING PERMIT -APPLICATION AND RECORD
SFR/ Remodeling the kitchen, installing new drywall, insulation, and cabinets (no bearing walls are being moved). Removing an existing
column in the basement and installing a new 14' 4ply 1.75"x11.875" microlam (talc is in the file). Replacing a section of rotten floor joists
In the basement with 2x8's.
NOTE: The beam talc only includes floor load...make sure that roof trusses are existing and no ceiling load is added to the beam.
HVAC Contractor Plumbing Contractor UNKNOWN
Electric Contractor UNKNOWN????
Fees: Valuation $14,000.00 Plan Approval $0.00 Permit Fee Paid _
Issued By:
^ Permit Voided
$77.00 Park Dedication $0.00
Date 02/22/2002 Final/O.P. 00/00/0000
In the pertormance oft is work I agree to
Signature ~ ~w- ~!
Address 721 N LARK ST
Agent/Owner
Oshkosh WI 54902 - 3343
Date _~~~~ -(f~
Telephone Number 231-2637
all work pursuant to rules governing the described construction.
~~- NEW BASEMENT BEAM
~,~~`
TJ-BeefnTM ,~.~ sedan Number:7oo„ass 4 Pcs of 1.75" x 11.875" 1.9E MicrOllam® t_VL
BtcAMUSA 1111 ?/2?/02 7:01:57 AM
Pape 1 or 1 Buns Cods: 148
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
~
~
n: ,n
e 14'
Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting FLOOR -RES. Application. Tributary Load Width: 12'
Loads(psf): 40 Live at 10096 duration;12 Dead; 0 Partition; and;
TYPE CLASS LIVE DEAD LOGATK)N APPLICATION COMMENT
Uniform(plf) Floor(1.00) 480 144 0 to 14' Adds to
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH LNE/DEADlI'OT. PLY DEPTH DETAIL OTHER
1 2x4 Stud Wall 3.50" 2.99" 6720 / 2177 / 8897 1 11.9" Detail A3 1.25" LSL Rim
2 2x4 Stud Wall 3.50" 2.99" 6720 / 2177 /8897 1 11.9" Detail A3 1.25" LSL Rim
-See TJ SPECIFIER'S /BUILDER'S GUIDES for deta(I(s): A3.
- Bearing length requirement exceeds input at support(s)1, 2. Supplemental hardware is required to satisfy bearing requirements.
DESIGN CONTR OLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(Ib) 8685 7288 15794 Passed(4696) Lt. and Span 1 under Floor loading
Momerrt(ft-Ib) 29873 29673 35696 Passed(8396) MID Span 1 under Floor loading
Live Defl.(in) 0.439 0.456 Passed(tJ374) MID Span 1 under Floor load'mg
Total Defl.Cn) 0.581 0.683 Passed(U282) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL: L/360, TL:Li240).
- Braang(Lu): All compression edges (top and bottom) must be braced at 2' 8" o!c unless detelled otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stabiNty.
ADQITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this
software wilt be accomplished in accordance with TJ product design c-iteria and coda accepted design values. The specific product
appl"K:ation, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ
Assoaate.
-Not all products are readily available. Check with your supplier or TJ technical represerdative for product avallabilily.
- THIS ANALYSIS FOR TRUE JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Gode UBC analyzing the TJ Residential product listed above.
- Nola: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION
GEFFERS CONST
FAUST JOB
AERATOR INFORMATION:
NOFFKE LUMBER INC.
BEN STEUMACHER
1801 80WEN ST.
OSHKOSH, WI 54901
(920)235-3080
(92Q)235-3061
Cop~rtight ®2000 by Tnn Johst, a Weyerhaeuar Business. TJ-ProTM and TJ-BeamTM are tredemarlm of True Jobt .
hMcrolle~ a a rsp~ered 1rHWeirros~k of Trw JofOt .
~ ~,~. Supplements! Report for
TJ-8eam v5.55 3eriel Number: 7401186 4 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL.
8~~~~ ,,,, ~ 7~,:~7 AM
Pep. t of t
Member Information:
NEW BASEMENT BEAM
Project Information: Operator Information:
GEFFERS CONST NOFFKE LUMBER INC.
FAUST JOB BEN STELLMACHER
1601 BOWEN ST.
OSHKOSH, WI 59901
(920)235-3080
(920)235-3061
^ 13'- 8.00" ^
Max. Vertical Reaction Total(lb) 8697 8897
Live(lb) 6720 6720
Required Bearing Length(in) 2.99 (W) 2.99(W)
Max. Unbraced Length(in) 32
Floor loading on all members, LDF 1.00
Shear(lb) 8685 -8685
Reaction(lb) 8897 8897
Moment (ft-lb) 29673
Live Defl.(in) 0.939
Total Defl.(in) 0.581
Dead load, LDF 0.90
Shear(lb) 2125 -2125
Reaction(lb) 2177 2177
Moment (ft-lb) 7260
Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business.
Microllam® is a registered trademark of Trus Joist ,
TJ-ProTM and TJ-Beam''" are trademarks of Trus Joist .
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