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Home My WebLink About0117414-Building /0' OSHKOSH ON THE WATER Job Address 125 W 21ST AVE CITY OF OSHKOSH No 117414 BUILDING PERMIT - APPLICATION AND RECORD Owner GREGORY J DAVIS Create Date 11/28/2005 Designer Contractor OWNER Category 140 -Interior Remodeling Plan Type . Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement ~Sq,Ft. Rooms 0 Height 0 Ft. Finished/Living ~Sq,Ft. Bedrooms 0 Stories Garage ~Sq.Ft. Baths 0 0 Projection I Canopies ~ Signs 0 Foundation . Poured Concrete 0 Floating Slab 0 Concrete Block 0 Post 0 Pier 0 Treated Wood 0 Other Occupancy Permit Required Flood Plain Height Permit Park Dedication 1/ Dwelling Units 0 1/ Structures ~ Use/Nature ofWork. FRI Gutting the house and installing new insulation and drywall. Cathedral ceilings will be created under the existing raftered roof ystem. All construction shall comply with minimum local and state building code requirements. HVAC Contractor Plumbing Contractor UNKNOWN Electric Contractor UNKNOWN???? Fees: Valuation $5,500.00 Plan Approval $0.00 Permit Fee Paid $50.00 Park Dedication $0.00 Issued By: Date 11/28/2005 Final/O.P. 00/00/0000 0 PenmitVoided I Parcelld 1/1400590000 In the perfonmance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh thority to enforce easement restrictions of which it is not a party, if you perfonm the work described in thi per 't a 'on within easement, the City strongly urges the permit applicant to contact the easement holder(s) and t see efore starting such activity, Date \--z.'ð'-~ AgenUOwner OSHKOSH Signature ~ 54902 - 0000 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. • �� T ; , �-�� 25 �J Zl S� �� r... , ��, ��Y �� ,-�"� r�� o �� 3�0�� `� � � � �z I �`,�<< � ! �� « � I � 4' _ _ I � � i � 'L : �` � __� ,r-�_ _ t , C ` 3 � � , �, , � � � , � Cu7�'sir � � � i !� �u � ( l �Z:�. � � V. �(�" 1 T,1/,_ 1 � �Y � I ��L �r • � — — — — — — '�. � f ti. l i E C ,",•()�''� _ _ � ( f z �✓- ( � \ \ � 4 (�+ �' � 4,1V tyJ�-- � ��'G�-`cs�J " 4,'� Ur r ��g�� _ 4 —� ! ..._�. � � 4a�-�� _ _ — �_ ` � � _ i�r, � i , ' ��.�.��-- s�,qv� �� 125 (,� Z1 ,� . _ . . �, c--�.��z�. SJdY�� `�''uW ivc. �"�i;Yl� ,�� t�-Z�, 4� ��t� ..—s��a�. � ir� ^ �' Q ��.��.�. �, 1 �� J �� ,3�;�1;�., � � ° '�1..."Z,t l„ � ,,�,� ^— -� ��r�SL� ( �•��.� �ts?�,�i I � � '� � / �- � / � / s�sL•'a(`� S. szrct� -�� { 1 �— / 4-�,3:u�,. / _ � � � ' � ;€ . � i� eJ � . ' � '3 � t� � - ' - ' fir . . x — x g � � �. °r / $ �x N � �' � N �l � � � � � , x `� � ` / � y L� � �// � T Q 1 �� ' �. � � 0 � � — k- - — — _. � �I �. .i��(� _ � _ — , — � _ �. — — — u e � � � I � �,,-� � � �i � _ _ ��- �_� =- � _ __ _ _ -- __ - - -- - - - - _. � � 1 � ... � �� ;� -- . � .� � , �� ; � a � � . k ,: , � � � � � � � � � �� , � � � � � . ry � �. (u'V `3 S � « � S Li t ��5� ��i� ►�� NEW CEILING JOIST FOR HOUSE REMO �'�°/- DEL TJ-Beam�620 Serial Number 7004109492ness �se� , 10/17/2005 8 19 49AM 1 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir#2 a� 24" o/c Page1 EngineVersion:620.16 THIS PRODUCT MEETS OR EXCEEDS THE SET D CONTROLS FOR THE APPLICATION AND LOADS LIS ED ,.�Member Slope:3J72 Roof Slope3M2 �' 0 All dimensions ere horizorrtal. A 72'7 1!2° � Produck Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psfl:10.0 Live at 115%duration,5.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 126/65/0/191 By Others None 2 Stud wall 3.50" 3.50" 126/65/0/191 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 185 -169 601 Passed(28°�) Rt.end Span 1 under Snow loading Vertical Reaction(Ibs) 185 185 2231 Passed(8%) Bearing 2 under Snow loading Moment(Ft-Lbs) 565 565 948 Passed(60°k) MID Span 1 under Snow loading Live Load Defl(in) 0.319 0.629 Passed(U473) MID Span 1 under Snow loading Total Load Defl(in) 0.484 0.839 Passed(L/312) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: GREG DAVIS OPERATOR INFORMATION: 10 W 21STAVE OSHKOSH RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH,WI 54901 '�. Phone:(920)235-3080 Fax :(920)235-3061 russ@ noffkelumber.com Cop}�right �� 2005 by Trus Joist, a Weyerhaeuser Business � �'�� f��' :/ � NEW CEILING JOIST FOR HOUSE REMODEL �A�itiYe�_h:+eu�rr Piisintis TJ-BeamW 6.20 Serial Number:7004109492 �5e� , 10/17/2005819qgqM 1 1/2" x 5 1/2" 1.6E Solid Sawn Douglas Fir#2 a� 24" o/c .Page2 EngineVersion:6.20.�6 THIS PRODUCT MEETS OR EXCEEDS THE CONTROLS FOR THE APPLICATION AND LOADS L ST D ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -(Minimum cut length)_(Overall horizontal length)x 1.031 +1 3/8" -Live load on portion of joist area is very low. PROJECT INFORMATION: OPERATOR INFORMATION: GREG DAVIS 10 W 21ST AVE OSHKOSH RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH,WI 54901 Phone:(920)235-3080 Fax :(920)235-3061 russ@ noffkelumber.com Copyright 9 2005 by Trus Joist, a Weyerhaeuser Business a ''� ti : �� /'� -- �rn'Zar �� N/j�l�SIQI� �CIII�Y�'QL1C� / ''� i � j I� f � � � �� j\ '� / �` � ► '�� '` � �.� � `� ,� , � � m � % �� _ , �c � �� 3 � �� 1, �� `�' � p �p � ��`',� � � � �� \ � ��.� \ .p�� . �' � �� . .. 1 - I �