HomeMy WebLinkAbout0069828-Building (new roof system) g CITY OF OSHKOSH No 0069828
OSHKOSH BUILDING PERMIT APPLICATION AND RECORD
ON THE WATER
Job Address 1820 WHITE SWAN DR Owner JOHN T ZELLMER Create Date 4/26/99
Designer Contractor DAN V BINDER CONSTRUCTION
Category 141 Exterior Remodeling Plan
Type 0 Building Q Sign Q Canopy 0 Fence 0 Raze
Zoning Class of Const: Size
UnfinishedlBasement Sq. Ft. Rooms Height Ft. L J Projection
Finished/Living Sq. Ft. Bedrooms Stories Canopies
Garage Sq. Ft. Baths Signs
Foundation Poured Concrete 0 Floating Slab 0 Pier
0 Other
Concrete Block 0 Post 0 Treated Wood
Occupancy Permit Required Flood Plain Height Permit
Park Dedication Dwelling Units 0 Structures 0
Use/Nature SFR/ Installing a new roof system over an existing 3 season room. Microlam calcs have been submitted. The roof will have a rubber
of Work membrane due to the 1/12 pitch. All construction must comply with state building codes.
HVAC Contractor Plumbing Contractor
Electric Contractor
Fees: Valuation $2,500.00 Plan Approval $0.00 Permit Fee Paid $20.00 Park Dedication $0.00
Issued By: Date 4/26/99 Final/O.P.
Li Permit Voided
In the performance of this work I agree to perform all work pursuant to rules goveming the described construction.
j, Signature _d�� Date
Agent/Owner
Address 1 4 W SOUTH PARK AVE OSHKOSH WI 54901 0 Telephone Number 231 -2114
header over front of sunroom
TJ -BeamTM v5.20 Serial Number: 708041763 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL
BEAMUSA 1111 4/26/99 11:22:14 AM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED l
Member Slope: 0 Roof Slope: 0
rj 2
e 19' 6
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis for HEADER MEMBER Supporting SNOW Application. Tributary Load Width: 5' 3"
Loads(psf): 30 Live at 115% duration, 17 Dead
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x4 plate 3.50" 3.5" Left Face 1496 976 2473 Detail R1 SB Shear Blocking
2 2x4 plate 3.50" 3.5" Right Face 1496 976 2473 Detail R1 SB Shear Blocking
See TJM SPECIFIER'S BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 2429 2093 10706 Passed(20 LT. end Span 1 under Snow Roof loading
Moment(ft-Ib) 11337 11337 27897 Passed(41 MID Span 1 under Snow Roof loading
Live Defl.(in) 0.300 0.622 Passed(L/747) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.496 0.933 Passed(U452) MID Span 1 under Snow Roof loading
Deflection Criteria: STANDARD(LL:U360, TL:U240).
Bracing(Lu): All compression edges (top and bottom) must be braced 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 MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values.
The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output
has not been reviewed by a TJM Associate.
Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above.
Note: See TJM SPECIFIER'S BUILDER'S GUIDES for multiple ply connection. A
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P ROJECT INFORMATION OPERATOR INFORMATION:
No Project Information available NOFFKE LUMBER INC
RUSS HINTZE it;
1601 BOWEN STREET
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920)235 -3061
Copyright 01998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -BeamTM is a trademark of Trus Jolst MacMillan.
Microllam® is a registered trademark of Trus Joist MacMillan.
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