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Plans Nava Contracting & Engineering, =Inc. /..t 2833 N.E. Weidler St., Portland, Oregon 97232 Ph: (503) 238 -0633 ; Fax: (503) 238 -0533, To: Barry Sandhorst RECEIVED Date: 08/20/2010 AVG 2 0 '.'.• From: Matthew V. Nava, P.E. �C1T OFIFA No. of Pages: BUILDING DIVISION .(-- Re: Beam Calculation See following beam calculation for existing framing with vertical and lateral loading. Please call if you have any questions. Re.. ds, ' Ma i - V. Nava, P.E. a30 �tCiifA 13,70 • �' ' - . t - Vg. .11.). .<: 47 E V . 14 E J + C ( O � ff 2 1' -14" 10' - 6" © ',• Ct '...4 f 40 g . . r ------- r i --___ : --- STORAGE 4 Olt � rest QA TI O wo } GARAGE Iflif LIVING � I , ARAGE `^- I I STORAGE ,, MEDI � A 1 • + _ rev _ . _ , 1 1 i mom i . op. J : 1 461 O MAIN FLR PLAN Exl IN NEW /„1.)" .f3.:* 6 sJ if o 1 ;7 p' ` i 'ti %-e) Lateral Beam 5 1/8" x 9" Glulam (24F - V4 DF) TJ- 6earn06.35 Serial Number: User:2 820120102 :56:05 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.36.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 b 4 ?rocluc: Ciactraiv is Ccncer:ual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' 4" Primary Load Group - Residential = Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1339 402 3' - Point(Ibs) Floor(1.00) 1339 402 4' - Point(lbs) Wind(1.60) -1626 0 2' - Point(Ibs) Wind(1.60) 1626 0 7' - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 2398 / 798 ! -928 / 3197 By Others None 2 Stud wall 3.50" 1.50" 1216 / 387 / 0 / 1603 Hy Others None -See ilevel® Specifier's/Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 3183 3113 7380 Passed (42 %) Lt. end Span 1 under Floor loading Moment (Ft -Lbs) 9869 9869 13837 Passed (71 %) MID Span 1 under Floor loading Live Load Defl (in) 0.399 0.456 Passed (L/411) MID Span 1 under Wind loading Total Load Defl (in) 0.526 0.683 Passed (11312) MID Span 1 under Wind loading - Deflection Criteria: STANDARD(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 14' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current 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 an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -The analysis presented is appropriate for Glulam beams. - CAUTION: Floor loads were applied simultaneously with Wind Toads during analysis. PROJECT INFORMATION: OPERATOR INFORMATION: Client: WC & D Matthew Nava Project 11765 SW Tigard Addition Nava Contracting & Engineering, Inc Date: 08/20/2010 2833 NE weidler St Portland, OR 97232 Phone : (503) 238 -0633 Fax : (503) 238-0533 navaengr©gmail.com Lateral Beam Y 5 1/8" x 9" Glulam (24F - V4 DF) TJ-13earre 6.35 Serial Number. User.2 8r20/20102:56:C6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 8.00" Max. Vertical Reaction Total (lbs) 3197 1603 Max. Vertical Reaction Live (lbs) 2398 1216 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 168 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 770 -358 Max Shear at Support (lbs) 794 -382 Shear Within Span (lbs) 744 Member Reaction (lbs) 794 382 Support Reaction (lbs) 798 387 Moment (Ft -Lbs) 2441 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 3113 -1329 Max Shear at Support (lbs) 3183 -1400 Shear Within Span (lbs) 3035 Member Reaction (lbs) 3183 1400 Support Reaction (lbs) 3197 1413 Moment (Ft -Lbs) 9869 Live Deflection (in) 0.373 Total Deflection (in) 0.500 Loading on all spans, LDF = 1.60 , 1.0 Dead + 0.75 Wind + 0.75 Floor + 0.75 Roof Shear at Support (lbs) 2081 -1533 Max Shear at Support (lbs) 2140 -1591 Shear Within Span (lbs) 3236 Member Reaction (lbs) 2140 1591 Support Reaction (lbs) 2151 1603 Moment (Ft -Lbs) 9305 Live Deflection (in) 0.399 Total Deflection (in) 0.526 Loading on all spans, LDF = 1.60 , 1.0 Dead + 1.0 Wind Shear at Support (lbs) 175 -953 Max Shear at Support (lbs) 199 -977 Shear Within Span (lbs) 1775 Member Reaction (lbs) 199 977 Support Reaction (lbs) 204 981 Moment (Ft -Lbs) 6040 Live Deflection (in) 0.163 Total Deflection (in) 0.288 PROJECT INFORMATION: OPERATOR INFORMATION: Client: WC & D Matthew Nava Project 11765 SW Tigard Addition Nava Contracting & Engineering, Inc Date: 08/20/2010 2833 NE weidler St Portland, OR 97232 Phone : (503) 238-0633 Fax : (503) 238-0533 navaengr @gmail.com Copyright c 2009 by iLevela, Federal Way, WA. TJ - Bean£ is a registered trademark of iLevelm. Lateral Beam • 5 1/8" x 9" Glulam (24F - V4 DF) TJ•Bearrd0 6.35 Serial Number: User.2 6r10/20102:56:06 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading oil all spans, LDF = 1.60 , 0.6 Dead + 1.0 Wind (uplift) Shear at Support (lbs) -946 3 Max Shear at Support (lbs) -932 -11 Shear Within Span (lbs) -962 Member Reaction (lbs) -932 11 Support Reaction (lbs) -928 15 Moment (Ft -Lbs) -1735 Live Deflection (in) -0.107 Total Deflection (in) -0.032 PROJECT INFORMATION: OPERATOR INFORMATION: Client: WC & D Matthew Nava Project 11765 SW Tigard Addition Nava Contracting & Engineering, Inc Date: 08/20/2010 2833 NE weidler St Portland, OR 97232 Phone : (503) 238-0633 Fax : (503) 238-0533 navaengr @gmail.com Copyright 0 2009 by iLevel®, Federal Way, WA. TJ- Beam® is a registered trademark of ;Levels..