HomeMy WebLinkAboutBuilding . � CITY OF OSHKOSH No oossazs
OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD
ON THE WATER
Job Address 1237 LIBERTY ST Owner LOIS P/PATRICIA HODGELL LIFE ESTATE Create Date 10/3�/2002
Designer Contractor STANLEY LEACH-BUILDER
, Category 111 -Single Family Addition Plan
� Type � Building � Sign � Canopy � Fence � Raze 'i
Zoning Ciass of Const: 8 Size 7x12.5
Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ❑ Prqection I
FinishedlLiving 0 Sq. Ft. Bedrooms 0 Stories 1 Canopies 0
Garage 0 Sq. Ft. Baths 0 Signs 0
Foundation � Poured Concrete � Floating Slab � Pier � Other
0 Concrete Block � Post � Treated Wood
Occupancy Permit Required Flood Plain Height Permit
Park Dedication #Dwelling Units 0 #Structures 1
UselNature ISFR/7x12.5 second Floor addition to bedroom. - �
of Work I
HVAC Contractor Plumbing Con[rector
Electric Contractor CUMINGS ELECTRIC
Fees: Valuati� Plan Approval $0.00 Permit Fee Paid $65.00 Park Dedication $0.00
Issued By: Date 10/31/2002 Final/O.P. 00/00/0000
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� PermitVoided�l
In the performance of this work I agree to perform all work pursuant to rules goveming the described construction.
Signature _�i7,�,(Mt,�t'Y (�„(,�t.G�' Date a 3� D�
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AgenUOwner
Address 5099 SHERMAN RD OSHKOSH WI 54901 - 0000 Telephone Number 235-2530
_ . 1Z37 �.��e���,
, , . STANLEY I.EACH, ]�uald�� �o� _
BUILDIN'G, $EMODELING, REPAIRiNG
5099 Sherman Road `felephnne 414-235-2530 ���vk.w.i�+-qS .
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OSHKOSH, WISCONSIN 54901
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�� �I���,e�''/] � BEAM CARRING EXISTIN ROOOF LOAD&NEW ROOF LOAd FROM 7'
�aV{�UP��� u,,,;p� ADDITION SHED ROOF
o TJ�Beam(rM)6D5 Serial Num6er:70020037d5
�=e�:, ,0�29�0=9,639AM 2�Pcs of 1 3/4" x 14" 1.9E Microllam0 LVL
Page t Enqine Version:15.12
THIS PRODUC7 MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:OM2 Roof Slope8112
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14'
All dimensions are horizontal. Product Diagrem is Conceptual.
LOADS:
. Analysis is for a Header(Flush Beam)Member. Tributary Load Width:g'g„
Primary Load Group-Snow(ps�:30.0 Live at 115°k duration, 17.0 Dead
� Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(pl� Snow(1.15) 180.0 102.0 0 To 14' Adds To roof load from shed roof
� SUPPORTS:
� Input Beadng Vertical Reactions pbs) Detail Other
Width Length LivelDeadlUpliitlTotal
. 1 Stud wall 3.50" 370" 3308/2203/0/5511 Lt:Blocking 1 Ply 1 3/4"1.9E Microllam�WL
2 Stud wall 3.50" 3.70" 3308/2203/0/5511 L1:Blocking 1 Ply 1 3/4" 1.9E Microllam�LVL
-See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking
-Bearing Iength requirement exceeds input at support(s) i,2.Supplemental hardware is required lo satisfy bearing requirements.
. DESIGN CONTROLS:
�. Maximum Design Control Control Locaqon
� Shear(Ibs) 5379 -4363 10707 Passed(41%) Rt.end Span 1 under Snow loading
Moment(Ft-Lbs) 18380 18380 27897 Passed(66°h) MID Span 1 under Snow loading
' Live Load Defl(in) 0.271 0.683 Passed(L/605) MID Span t under Snow loading
Total Load Defl(in) 0.452 0.911 Passed(Ll363) MID Span 1 under Snow loading
� -Deflection Criteria: STANDARD(LL:Ll240,TL:U180).
-Bracing(Lu):All compression edges(top and bottom)must be breced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this soflware will be
accomplished in accordance with TJ product design criteria and code accepted design values. The specifc product application,input design loads,and
stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily avaiiabie. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSiS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code NER anatyzing the TJ�istribution product listed above.
-Note�. See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
STAN LEACH RUSSELL HINTZE
I.IBERTY STREET NOFFKE LUMBER INC.OSHKOSH,WI 54901
OSHKOSH,WI 160t BOWEN STREET
OSHKOSH,WI 54901
Phone:(920)2353080
Fax :(920) 2353061
` NONE
- :!31',c � ?00: by ' s doisc, a We�erhaeuser Business
.._vic__.vc¢ is a :xyisteretl cratlemark of Tru= Jois[.
-� �J��{i�/jf� ' BEAM CARRING EXISTIN ROOOF LOAD 8 NEW ROOF LOAD FROM 7'
I/{�F��c i3,,,� ADDITION SHED ROOF
o TJ-Beam(TM)6DS Senal Num6er:7002W3]45, �
��e� , ,o�Z9�oz9,6:39AM 2�Pcs of 1 3/4" x 14" 1.9E Microilam0 LVL
Page 2 Engine Version�15.12
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
_�..ao Srouo: o�imary Load Group
^ 13' 8.00" ^ .
� _�... .ecc:ca: 3eaction Tocal (lbs) 5511 5511
>'_... .eciical :teaccion Sive (1bs) 3308 3308
� neq�_ced Baacl�g r_eng[h in 3.70fW) 3.70(W)
�.=..e. 'J.=.bczcecJ Lengch (ir.) 32
:.�aa!r_ on a11 spans, LDE _ :.15 , Dead + Floo[ - Snow
C�s - ...�«. ;ibs! 4363 -9363
._-... �_��_ ,lbs; 5379 -5379
N�.erwa� Reaccion (lbs) 5379 5379
, _ _c 3aaction (ibs) 5511 5511
Csnen_ ..c-i.bs) 18380 �
__.c ��__ecc!on .�n) 0.271
. '_'_ ____e�:._�. ;in1 0.952
_�_eaing on a1'. spans, LDF = 0.9C , Dead Only
_�s:ac Sceac (lbs? 1744 -1744
_.... ;..-_. (!cs) ' 2151 -2151
..aT.�ar Reaccon (lbs) 2151 2151
„ _z kea�cion ;1'os) 2203 2203
._.,___ .=�-i,[,$) �348
PROJECT INFORMATION: OPERATOR INFORMATION:
STAN LEACH RUSSELL H�NTZE
LIBERTY STREET NOFFKE LUMBER INC.OSHKOSH,WI 54901
OSHKOSH,WI 1601 BOWEN STREET
OSHKOSH,WI 54901
Phone:(920)235-3080
F� : (920) 235-3061
� NONE
- _ [y Trus doist, a Weyxrhaeuser Business
„_.._.�o�nx .s a !a5i5[ewd taatlemaik of S[us .loisc.
• . . STA1vLEY g,EA�H, �uilder
BUILDING„REMODELING, REPAIRING
5099 Sherman Road `releph�ne 414-23.5-2530
OSHKOSH, WISCONSIN 54901
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