The URL can be used to link to this page

Home My WebLink AboutJOIST INFO - 06-00460 - 582 Autumn Dr - New SFROCT-04-2006 WED 01141 PM WEYERHAEUSER COMPANY FAX NO. 8019750958 NOW '411100, Belliston Residence • Option 42 w� � "^�� Hwin 2 Pcs of 1 3/4" x 11 7/8" 1.9E Micro LVL Traefime 0 25 Serial number: 7005129me P. 02 o�0Mq(-pI UOpr.2 Engine00r*ton' OpM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN �e�e, Engnevecipp:a.25.7t CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Root Siope12H2 p n,� , Air dimensions are twrliotttat. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 40.0 Live at 115 rya duration. 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pt) Floor(1.00) 250.0 150.0 0To10' Replaces Uniform i) Snow(1.15) 650.0 350.0 0 To 10' Replaces SUPPORTS: Input Bearing Vertical Reactions (the) Width Length Llve/Dead/Upllff/rotal 1 Stud wall 3.50" 4.74" 4500 / 2557 / 0 17057 2 Stud wall 3.60' 4.74' 4500 12557 / 017057 Detail Other L1: Blocking 1 Ply 1 3/4' x 11 7/8" 1.9E Microllam® LVL Lt: Blocking 1 Ply 1 3/4" x 11 7/8" 1.9E Microllam LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): 1_1: Blocking -Bearing length requirement exceeds Input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Shear(Ibs) 6822 5249 9081 Moment (Ft-Lbs) 16487 16487 20525 Live Load Dell (in) 0.221 0.483 Total Load Dell (in) 0,347 0.644 Control Location Passed (58%) Lt. and Span 1 under Snow loading Passed (800/e) MID Span 1 under Snow loading Passed (L1524) MID Span 1 under Snow loading Passed (1./334) MID Span 1 under Snow loading -Deflection Criteria: Sp9cified(LI-1/240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced et 7' 6' ole 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: -IMPORTANTI The analysis presented Is output from software developed by True Joist (TJ). TJ wanants 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. -THIS ANALYSIS FOR TAUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Kevin 0 Stock Rexburg D k G kuvg1D CITY OF REXBURG copyrjel,r a ceGe W True Selac, a weyerbeuuaar 9eeiaana Y1cro11eIDID is a egplotered trademexk er T. Jo1o[. OPERATOR INFORMATION: Jeff Hanop iLevel by Weyerhaeuser 2600 South 600 West Po Box 65526 Salt Lake City, UT 84115 Phone :(800) 283.9863 Fax :(801)975-0958 jeff.harrop ® weyerhaeuser.com OCT-04-2006 WED 01:41 PM WEYERHAEUSER COMPANY FAX NO. 8019750958 er4waL Befliston Residence Option #k1 �� EMI crollam® LVL TJ.Beamffi 8.25 Sadal Nu�ar. -r�Op6 2B32s 3 Pcs of 1 314 x 16 1.9 Pap 1 e°gl oV6tSi�:s 6M, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED member Slope-. w2 Roof Sjop,02J12 F_ a 18' Prodwt Diagram Is Con,cepta. AL Alldimensiions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 40.0 Live at 115 % duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pli) Floor(1.00) 275.0 150.0 0 To 18' Replaces Uniform(plf) Snow(1.15) 600.0 350.0 0 To 18' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Llve/Dead/Upllft/rotal ' 1 Stud wall 3.50" 5.64" 7875 / 4709 / 0 / 12584 L1: Blocking 1 Ply 1 3/4" x 16,1.9E Microllarn® LVL 2 Stud wall 3.50" 5.64" 7875 / 4709 / 0 / 12584 L1: Blocking 1 Ply 1 3/4" x 16" 1.9E MlcrotlarnO LVL -See TJ SPECIFIER'S ! BUILDERS GUIDE for detall(s): L1: Blocking -Bearing length requirement exceeds input at support(s)1. 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 12351 -10312 18354 Passed (56%) Rl. end Span 1 under Snow loading Moment (Ft-Lbs) 54549 54549 53672 Passed (102%) MID Span 1 under Snow loading Live Load Defl (in) 0.613 0.883 Passed (1./346) MID Span 1 under Snow loading Total Load Defl (In) 0.979 1.178 Passed (L/217) MID Span 1 under Snow loading P. 03 -Deflection Criteria; Specif ied(LL:L1240,TL:U1 80). -Bracing(Lu); All compression edges (top and bottom) must be braced at 3' 4" o% 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: ADDITIONA The analysis presented is output from software developed by True 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. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code 18C analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION., Kevin 0 Stock Rexburg Copyright m 2006 by TrUA Joict, a Wayurb0cuccr Puuinean esierzilamw ie a rcci'ctared ttb3Qmark of True Joiat. OPERATOR INFORMATION: Jeff Harrop iLevel by Weyerhaeuser 2600 South 600 West Po Box 6SS26 Salt Lake City, UT 114115 Phone; (800) 283-9663 Fax : (801) 975.0958 jeff.harrop O weyerhasuser.com #4 BENT REBAR SIMPSON ST2122 STRAP t XX SECTION A -A MIN. TO EDGE OF SIMOWN HOLDOM DBL. 2x TOP PLATE (OPTIONAL..) 3 I/2"xll 1/4" MIN. CONT. HEADER W10TH TO MATCH WALL HIDTH FASTEN SHEATHING TO HEADER WITH 5d COMMON NAILS IN 3" GRID PATTERN AS SHOWN 2 ROHS OF 16d NAIL 5 ® 3" O.G. SIMPSON T6�224_STRAP ON INSIDE FAGS OF WALL 2x4 LAID FLAT SHEATHING .JOINT WITHIN 2'-0" OF MIDHEIGHT APA RATED PLYWOOD OR OSS SHEATHING (1/2" MIN) 2- 2x STUDS OR SING1F 4x 3d COMMON NAILS ® 3" O.G. N ALL STWS, SILLS, AND HEADER 31MPSON tUD14 iOLDOWN ANCHOR t-'I/2"(Pxl4" ANCHOR BOLTS V 2x2x3/16' PLATE WASHER5 V/ i" MIN. EMBED WRE55tlRE TREATED SILL PLATE V/ 2- 2x SILL PLATE ABOVE 4 5ENT REBAR !- #4 REBAR CONT. ,"MIN. FOUNDATION WALL OOTING OOTING REINF. CONT. TOP OF GONG. SLAB TOP OF GONG. WALL ® DOOR OPENING I'- r MIN. INTERNAL PORTAL PANEL DETAIL 6 4��kG- A. 5 STRUCTURAL EN&INE57,5 1 TITLE: fir^-�RA(jE POR nL PANELS �o.�cr No. 0336Q SHEET NO. 1600 JOM ADAMS PKW. SUITE 200 CITY OF REXBURG 112AW FALLS, ID. 83401, (20023-6ft18 DA 5I2II03 3 OF 3 Figure 4. Recommended construction details for APA portal frame bracing design with hold-downs (For use details see Table 2 MAX. 10' DOUBLE PORTAL f A SINGLE PORTAL FRAME --� FRAME 3" X 11.25" MIN. HEADER ; . . (BUILT-UP, SOLID SAWN, t• . GLULAM, ETC) V TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKERS AT 3" O.C. TYP. \ 1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN \(SEE SECTION A A) TYP. FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, AND SILLS) TYP. FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3" O.C. 16" or 24" DOUBLE 2x POST - 4200 LB HOLD DOWN STRAP APPLIED OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTURERS INSTRUCTION 5/8" DIA. ANCHOR BOLT WITH T' MIN. EMBEDMENT & 2" X 2"'X 3/16" PLATE WASHER FRONT ELEVATION Form TT-073 I 1000 LB ' •` I STRAP .j TYPICAL PORTAL FRAME CONSTUCTION 2x _ FRAMING ..l I1000 LB HOLD DOWN STRAP .. NOT TO SCALE f A SHEATHING FILLER IF NEEDED 16D 1000 LB SINKERS HEADER 2 ROWS @ STRAP 3" O.C. 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL 4200 LB HOLD DOWN STRAP APPLIED OVER SHEATHING Page 9 of 10 SECTION A -A SIDE ELEVATION