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Specifications -•- -- 4s r ((S 7 1 rS )L6 (U7 tee STRUCTURAL CALCULATIONS ,`. . 'cr‘ e4 - t v.:Y f4 t5, CARTER RESIDENCE ADDITI 3 A ci�� 1%° ,.:4) sod � ' „ r',0> . . . - 15266 SW 107TH TERRACE c, -Y .---��'- '' TIGARD OR Ai e ;1. lLt'\11/41 (-)11' kQ,Eo PRof Fto v ��G1N£�� y --4 54573 j REGON GF. `24 y 09, 200^” ,i. OA EXPIRES: 6/30/ 06 EXPIRED PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD,OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: 1/-2(o l y ' PROJECT O ECT INFORMATION: DESIGNED PER 2007 OREGON STRUCTURAL SPECIALITY CODE. THIS PROJECT INVOLVES THE ADDITION OF LIVING SPACE TO AN EXISTING CRAWL SPACE. NEW SUPPORT BEAMS WERE ADDED TO SUPPORT THE EXISTING STRUCTURE,AS WELL AS A RETAINING WALL TO SUPPORT THE NEWLY DUG OUT FOUNDATION. ALL ACTUAL FRAMING IS TO BE VERFIED IN THE FIELD DURING CONSTRUCTION,AS THIS OFFICE HAS NOT VERIFIED ACTUAL FRAMING CONDITIONS. DESIGN LOADING: DEAD AND LIVE LOADS ROOF LIVE LOAD: 25 PSF(SNOW) ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF LATERAL LOADING NO MODIFICATIONS TO THE EXISTING STRUCTURE WERE DONE TO REQUIRE LATERAL ANALYSIS. ALL NEW WORK IS DONE WITHING THE EXISTING BUILDING ENVELOPE. CONTENTS: COVER 1 PROJECT INFORMATION 2 CALCULATIONS 3 TOTAL PAGES 26 PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD,OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: 21 26 f 6 iN--( E.b- 3 P y o H n1 . y o r i. 'i 1-, i I 1'-7.No rz- I 3-60 L1 '3 cc, 19-; `/op5f- (1-)()l/ z 760ik / 4 3 P P - /Spsr (4)( /3 - 3(dol't ri ?; lzga giN6-... , S` . -r3 0 0-r p 0 i t21... P -= �-t 6U d P= �-1 S? '1474 FrG yV IZ P F L 0 2 S66 71-- 00 Por / t tt P P P HDA-1 I rx- ii (0143)-7355y 1 �a Y `i 'j 1 12z % 13ro �� `1' , I p-� r I '3R7")° f / ; ° / y / y"3 ,. /3 9 ° I' ,t1 ,3 f /' Pr1. 5-1---0 w /L P- yopsG (14) (S) ' /2-8013t. 9L- f2= /So` (N)($) = y8ot' 0. - e 7j- 0V4-P07— I SEE -n,T ourPc.rr- 3 '/0 xq 74F-111-1 1-IDP- , ,) -jj , - PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD, OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: 31 2,6 /1441041BM-1 TJ-Bearre625Serial N ;�r: 2NVEyerhaeuser '"� 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir#2 Pagr.e t En Engine 07 Ver2:56:076i5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- a 7.9" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 960 360 3'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 684/293/0/976 By Others None 2 Stud wall 3.50" 1.50" 586/256/0/843 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 965 897 2494 Passed(36%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 2860 2860 5919 Passed(48%) MID Span 1 under Floor loading Live Load Defl(in) 0.025 0.247 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.035 0.371 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'9"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. 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. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright n 2006 by Trus Joist, a Weyerhaeuser Business 1 • eVq/ BM-2 TJ-Beam®6.25SerialNur.70000551110 3Business 3 1/8" x 12" Glulam (24F - V4 DF) Pagel7/14/207 ngneVersion: .1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13'9" At Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 1'6" - Point(Ibs) Floor(1.00) 1280 480 5'6" - Point(lbs) Floor(1.00) 1280 480 9'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.73" 2589/1033/0/3622 By Others None 2 Stud wall 3.50" 1.91" 1801 /738/0/2540 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3611 3539 6000 Passed(59%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 11308 11308 15000 Passed(75%) MID Span 1 under Floor loading Live Load Defl(in) 0.316 0.447 Passed(L/510) MID Span 1 under Floor loading Total Load Defl(in) 0.442 0.671 Passed(0364) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'9"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam6 is a registered trademark of Trus Joist. 5� 2( . *ID 1 BM-3 TJ-Beam® r ess 3 118" x 12" Glulam (24F -V4 DF) User:2 7/142007 3:06:36 PM Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:16'2- 4- 6' "6'4" b _ 9'JO" A Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 4'3" - Point(Ibs) Floor(1.00) 1280 480 8'3" - Point(Ibs) Floor(1.00) 1280 480 12'3" - S U PPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 458/29/-396/487 By Others None 2 Stud wall 3.50" 3.75" 3552/1426/0/4978 By Others None 3 Stud wall 3.50" 1.50" 967/375/0/1342 By Others None -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2875 2802 6000 Passed(47%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -4561 -4561 11562 Passed(39%) MID Span 2 under Floor loading Live Load Defl(in) 0.054 0.322 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.073 0.483 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TLU240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. 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 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright C 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. • era/Ng HDR-1 TJ-Beam®6.25Serial Nu�"�r:777000005511003r 2 3 1/8" x 9" Glulam (24F -V4 DF) Page t En Engine Version: 625 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.77 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 1:1, 1;1111 8 3' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 3552 1426 1'3" - BM-3 SUPPORTS: • Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.99" 2827/1150/0/3977 By Others None 2 Stud wall 3.50" 1.50" 925/386/0/1310 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3967 3913 4500 Passed(87%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 4261 4261 8437 Passed(51%) MID Span 1 under Floor loading Live Load Defl(in) 0.026 0.156 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.037 0.233 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. 7/ Z(ta . OM- y PJM-5 ' iM-(o P Ff 1 Li i' i 814,5 I µ I u W D `� -b 2 .3- 1 �-10 2.-8r /0 -3 " 111111511111111111 tt_ P = Flo (L;) (g) _ 1713ot Zi - V F--C Pc P do (y);( S) ,-($l5 Z # lsOOp5 (2) = 606,c, S& Tf d u T Pv i 3`45-" ,.. ia' 2.-I r--'v K d F= LL ; (uo�ss, - 4/34,1/ L7 ; (Q000'( `5755) ' /(03( 't 1 -vsc� Taev7Por P P. / 1 311.3")< 2,u 2,4F-01 PQM 3 1.4101Pv- OK-17 Zr ,./ 10M5/( _ P 4 I zs, t i 7�0" 253Y ° 1f-Co.- 3 P 0L 5rg7 t LlC`os TV/ I s/g 34 If. 2,1- U g S&E ,- r0 ve r ,' I 3 g ""4 Iz' 2 Lt r N4 (Ftzvs N) I PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD, OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: g 1 2C, �f Vim/ BM-4 TJ-Bearrs56.25 Serial Nur70051100323 118" x 12" Glulam (24F -V4 DF) • UserPagel Engin Vers07 ion: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 4. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 4364 1636 1'10" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.82" 2708/1036/0 I 3744 By Others None 2 Stud wall 3.50" 1.92" 1836/709/0/2544 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3734 3661 6000 Passed(61%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 6134 6134 15000 Passed(41%) MID Span 1 under Floor loading Live Load Defl(in) 0.014 0.139 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.019 0.208 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright t 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam) is a registered trademark of Trus Joist. t /,, 4IVG't ' lP2- IA' 17 TJ-Bean 6.25 SerialNumb.`i 1100`' 3 1/8" x 12" Glulam (24F -V4 DF) User 2 Engine Verson:6.25.71 073:23:44PM Paget Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 5. a .a Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2708 1036 1'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.17" 2064/813/0/2877 By Others None 2 Stud wall 3.50" 1.50" 850/348/0/1198 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2866 2794 6000 Passed(47%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 3764 3764 15000 Passed(25%) MID Span 1 under Floor loading Live Load Defl(in) 0.011 0.161 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.015 0.242 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'2"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright CP 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. SCI 2(.0 • BM-5&BM-6 TJ-Bearre6.25Serial Number. 032 3 1/8" x 12" Glulam (24F -V4 DF) User:2 7/14/2007 3:41:23 PM Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- 1p'3" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 4' - Point(Ibs) Floor(1.00) 1280 480 8' - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1259/519/0/1778 By Others None 2 Stud wall 3.50" 1.81" 1711/688/0/2399 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2388 -2316 6000 Passed(39%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6304 6304 15000 Passed(42%) MID Span 1 under Floor loading Live Load Defl(in) 0.095 0.331 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.133 0.496 Passed(L1893) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright O 2006 by This Joist, a Weyerhaeuser Business • TJ-BeamB is a registered trademark of Trus Joist. I( ' 2b `/j► �vBM-7 TJ-BearrM1376`25 Serial Number ANVErhae 0032"`ss 5 1/8" x 12" Glulam (24F -V4 DF) PageUser 1 Engin Vers07 ion: :39 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED p � a 13' s Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2539 999 4'10" - Point(lbs) Floor(1.00) 2539 999 12' 10" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.57" 2377/1042/0/3419 By Others None 2 Stud wall 3.50" 2.16" 3301 /1405/0/4706 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -4694 -4616 9840 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15141 15141 24600 Passed(62%) MID Span 1 under Floor loading Live Load Defl(in) 0.297 0.489 Passed(U592) MID Span 1 under Floor loading Total Load Defl(in) 0.425 0.733 Passed(U414) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 15'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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright CO 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. 2(6' I311 -8 13M !o p (i 'i) W k 4" ( 1-2,'"` I I.S" S„ Ir_(,v s `-Io- r 2 VS 111111.11MMIII. N Y- SEE — o0nPU1' P, Isoop5F ( t.s� 1 - Zlesl J 3'12)1 utz" 2�1=-\P-c 1-I _ 2/.06-1* Oohs) /Tzar Di-- - 2 t,Sl' ( /5)45) 2 -1 23' OM- II P r P I7-z I SD4p,r'(z) - (aoo0 . 1, i L.-L _ 6,000 ( `IOixs f �13re N"! pt, = &boo (r 51551 /4 ,36I - BM- I rS se-E T,1- 00-i-pv- l .,, r r .� �13 Z "L "r. 4)//5.e X 1-27 ZL1F-2)1( tp 14* f!G3G P % 1280`'IL1501.4 566 TT ovrpu 1— 3 ` II,-0° 3' $ u 11.— Z LI F -V11 SEE OUTPUT '-ix1-- nF /L /4' Z PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD, OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: ( 3 1 --z-(e '� �r `� BM 8 TJ-Beam®6.25Senal Number.005110- 0`"� 3 1/8" x 12" Glulam (24F -V4 DF) Paer:ge 2 En Engine Version: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 4 4 © lD 5 5.4.. i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1928 723 4" - Point(Ibs) Floor(1.00) 4364 1636 1'6" - Point(lbs) Floor(1.00) 1928 1636 2'11" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 6.58" 6038/2699/0/8737 By Others None 2 Stud wall 3.50" 2.88" 2395/1424/0/3820 By Others None -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 8727 6114 6000 Passed(102%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 8486 8486 15000 Passed(57%) MID Span 1 under Floor loading Live Load Defl(in) 0.030 0.167 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.046 0.250 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'4"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright a 2006 by Trus Joist, a Weyerhaeuser Business ILI f V°TJ-Beam® is a registered trademark of Trus Joist. BM 9�j � 00TJ-Bearre625 Serial Num 7005 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 User:2 7/14/2007 4:11:01 PM Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 11111 6—,t.3"--b Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 4364 1636 3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.13" 4449/1688/0/6137 By Others None 2 Stud wall 3.50" 1.50" 85/52/0/137 By Others-Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 126 -58 2494 Passed(2%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 123 123 5919 Passed(2%) MID Span 1 under Floor loading Live Load Defl(in) 0.000 0.131 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.001 0.196 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"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. 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. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright O 2006 by Trus Joist, a Weyerhaeuser Business IS/ 7,0 • 4::1 4r---"j � BM-10 TJ-Beam®6.25Serial Number:7 110032 3 1/8" x 12" Glulam (24F -V4 DF) Paget E/14/2007 ngineVersi n32 5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 i, g•4" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 4449 1688 1'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.52" 3369/1302/0/4671 By Others None 2 Stud wall 3.50" 1.50" 1293/514/0/1808 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4661 4589 6000 Passed(76%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 6157 6157 15000 Passed(41%) MID Span 1 under Floor loading Live Load Defl(in) 0.019 0.167 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.026 0.250 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'4"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. erawmgr BM-11 _AV(Eye_rhaeiuerBusines TJ-Beam®6.25Serial Number:7005110032 3 1/8" x 12" Glulam (24F - V4 DF) Paget En i eV74ion:55 625 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Ergine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 Q if 9- Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 1'3" - Point(lbs) Floor(1.00) 1280 480 5 3" - Point(lbs) Floor(1.00) 1280 480 9'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.49" 2365/941 /0/3306 By Others None 2 Stud wall 3.50" 2.05" 1945/783/0/2728 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3295 3150 6000 Passed(52%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 8881 8881 15000 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.175 0.381 Passed(U783) MID Span 1 under Floor loading Total Load Defl(in) 0.245 0.571 Passed(U560) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'9"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. (7 / 2� 0frt.-tz BM-/4 BP^'13 ant-g ren,.-.0 Pt t7- P3 ?r Pz P3 1 i `N V w i / i w I ' �A l r N f/1 I ' .t l/g41, 2t t fl`I�/ r� .3 ,� 3� "' y � t1 1 3� t�lit /8 -/0 /7-1-3" l './ 2 '►3 V 1-L = y33? f -F tl- o 5-6, is p --, I Soaps-v (2,51)-,. 2ys1) , °137�'� Dc - V1 oto -r` H 8v ' Z3 giCo J 0- R. _ °13 7T(1tor _ &81 es lib Ou z 131S(`S/SS) = Z55? 12-2, = 7-3 4'1 �� / yz� r„-r0 er p 0, = )713 + I2Bo� - z5-73 P7 (80t-IS) 6103 ,s'749g `� rbc, S►�► 1.4 CO - 961H / — .Y-' 2 C-A) C,4 c C p v rP() 1- 123 C 6M i o) 3310°t t�� r'Jo7_ wtD 4 Z/o 5 TS o UTP Li-I— & i& iy .1 V r z7 1( F V t-/ gr1- is / gri-c 4u1 e- 5v-,- � il�,o1''I50 gM-r,_(�"' /,�b►r) lir P. P. Pz Pvr 11 i 1 I 4 tfyG / qt ou lr``I. I / IG /. , l .4 { N , 3,...,0" S I-6� G /- '9' SCF TJ Dv TP° r- tk- cE 77 .o 'rPvT 3'1v" it 11:".. 74F-t►4 74 q 4a 21-11- v-1 PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE,TIGARD,OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: (G( 2c • �j BM-12 TJ-Beam®6.25 Serial Nur:7005110032ness 6 3/4" x 12" Glulam (24F -V4 DF) User 2 Engin 07 Version: Pm THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Q 111 PIO 42'3" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 6818 2557 8" Point(lbs) Floor(1.00)Floor(1.00) 6038 2699 2'9" - Point(lbs) Floor(1.00) 3369 1302 8' - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 6.23" 12660/5222/0/17883 By Others None 2 Stud wall 3.50" 2.03" 4055/1761/0/5815 By Others None -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 17870 11927 12960 Passed(92%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 26384 26384 32400 Passed(81%) MID Span 1 under Floor loading Live Load Defl(in) 0.271 0.397 Passed(L/528) MID Span 1 under Floor loading Total Load Defl(in) 0.388 0.596 Passed(L/369) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright C 2006 by Trus Joist, a Weyerhaeuser Business n TJ-Beate is a registered trademark of Trus Joist. 611 Z� Co �j W� BM-13 TJ-Beam®62"5 Serial Number 6 3/4" x 12" Glulam (24F - V4 DF) 7 4:38:55 PM Page 1 E ginser 2 /eVersion:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED l 1 4- 1 13.6•• Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas{psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 1'8" - Point(lbs) Floor(1.00) 1280 480 5'8" - Point(lbs) Floor(1.00) 4055 1761 8'2" - Point(lbs) Floor(1.00) 1280 480 9'8" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.04" 4097/1764/0/5861 By Others None 2 Stud wall 3.50" 2.18" 4338/1906/0/6243 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -6231 -6147 12960 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 28557 28557 32400 Passed(88%) MID Span 1 under Floor loading Live Load Defl(in) 0.317 0.439 Passed(L/498) MID Span 1 under Floor loading Total Load Defl(in) 0.454 0.658 Passed(U348) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'6"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 Trus Joist(TJ). TJ 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 dimension: 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. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysispresented is appropriate for Glulam beams. Y PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. 20/z6 Title: Job# Dsgnr: Date: 5:16PM, 14 JUL 07 Description: Scope: Rev: 580007 User KW-0600914,Ver 5-8.0,1-0ec-2003 Steel Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software carler.ecw:Calculations Description BM-14 {General Information Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 II Steel Section : W10X26 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 18.83 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 2.00 ft Point Loads Note!Short Term Loads Are WIND Loads.1 #1 #2 #3 #4 #5 #6 #7 Dead Load 2.386 2.395 2.573 k Live Load 5.618 1.424 0.994 k Short Term k Location 4.833 7.517 12.883 ft ---- ----- ----- ---- ' Summary Beam OK Static Load Case Governs Stress Using:W10X26 section,Span=18.83ft, Fy=36.0ksi End Fixity= Pinned-Pinned,Lu=2.00ft,LDF=1.000 Actual Allowable Moment 50.024 k-ft 55.242 k-ft Max.Deflection -0.719 in fb:Bending Stress 21.516 ksi 23.760 ksi Length/DL Defl 617.5 : 1 fb/Fb 0.906 :1 Length/(DL+LL Defl) 314.2 : 1 Shear 9.615 k 38.676 k fv:Shear Stress 3.580 ksi 14.400 ksi fv/Fv 0.249 :1 LForce& Stress Summary «-These columns are Dead+Live Load placed as noted-» DL LL LL+ST LL LL+ST Maximum Only Ca?Center (aa Center a Cants (a)Cants Max.M+ 50.02 k-ft 24.94 50.02 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 9.62 k 4.27 9.62 k Shear©Right 6.26 k 3.57 6.26 k Center Defl. -0.719 in -0.366 -0.719 -0.719 0.000 0.000 in . Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 9.62 4.27 9.62 9.62 k Reaction @ Rt 6.26 3.57 6.26 6.26 k Fa calc'd per Eq.E2-1,K*Ur<Cc I Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0.66 Fy LSection Properties W10X26 Depth 10.330 in Weight 25.85 #/ft Web Thick 0.260 in Ixx 144.000 in4 Width 5.770 in lyy 14.100 in4 Flange Thick 0.440 in Sxx 27.900 in3 Area 7.61 in2 Syy 4.890 in3 Rt 1.540 in R-xx 4.350 in Values for LRFD Design.... R-yy 1.360 in J 0.400 in4 Zx 31.300 in3 Cw 345.00 in6 Zy 7.500 in3 K 0.660 in 2-I/ 2 , • � (�� BM-15 TJ-Bearre6.25 Serial Number: 003`"� 3 1/8" x 12" Glulam (24F - V4 DF) User:2 7/14/2007 5:21:30 PM Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 111V- 111 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2365 951 4' - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 778/336/0/1114 By Others None 2 Stud wall 3.50" 1.93" 1813/752/0/2565 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2554 -2482 6000 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 3759 3759 15000 Passed(25%) MID Span 1 under Floor loading Live Load Defl(in) 0.013 0.178 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.018 0.267 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'8"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 Trus Joist(TJ). TJ 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 a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beam® is a registered trademark of Trus Joist. 2Z Z( C3M-�io 4 cid4.4 () ( 7_ CIF t*L PROJECT: CARTER RESIDENCE REMODEL AND ADDITION JOB ADDRESS: 15266 SW 107TH TERRACE, TIGARD, OR CLIENT: SRE REMODELING AND DESIGN BY: GDW DATE: 07/01/07 PAGE: 23/-26, 016p ~10/4;1- BM-16 yerha"'1"B"S`"es` 3 1/2" x 11 114" 1.6E Solid Sawn Douglas Fir#2 TJ-Beam 6.25 Serial Number.7005110032User9 Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Ergine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED a 7' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1280 480 1'8" - Point(lbs) Floor(1.00) 1280 480 5 8" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1356/541 /0/1897 By Others-Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL 2 Stud wall 3.50" 1.50" 1484/589/0/2073 By Others-Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2063 -1994 2494 Passed(80%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 2764 2764 5919 Passed(47%) MID Span 1 under Floor loading Live Load Defl(in) 0.026 0.222 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.036 0.333 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'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. 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. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business /-zt`p i Title: Job# Dsgnr: Date: 7:47PM, 23 JUL 07 Description: Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580018 User KW-0600914,Ver 5.8.0,1-Dec-2003Page 1 (c)1983-2003 ENERCALC Engineering Software Cantilevered Retaining Wall Design Description l Criteria I Soil Data I ! Footing Strengths& Dimensions I Retained Height = 8.00 ft Allow Soil Bearing = 2,000.0 psf fc = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Heel Active Pressure = 40.0 psf/ft Toe Width = 4.00 ft Slope Behind Wall = 0.00: 1 Toe Active Pressure = 0.0 psf/ft Heel Width = 0.67 Height of Soil over Toe = 0.00 in Passive Pressure = 350.0 psf/ft Total Footing Width = 4.67 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 15.00 in FootingIlSoil Friction = 0.350 Key Width = 12.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 24-00 in for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Loads -11 Lateral Load Applied to Stem I Adjacent Footing Load 7 Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 500.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 1.33 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 2.00 ft LAxial Load Applied to Stem Footing Type Line Base Above/Below Soil Axial Dead Load = 350.0 lbs at Back of Wall 0.0 ft Axial Live Load = 350.0 lbs Axial Load Eccentricity = 0.0 in Design Summary 0 [ Stem Construction 1 Top Stem Stem OK Total Bearing Load = 3,072 lbs Design height ft= 0.00 ...resultant ecc. = 9.87 in Wall Material Above"Ht" = Concrete ThicSoil Pressure @ Toe = 1,356 psf OK Rebar Sizeness = 8.00 Soil Pressure @ Heel = 0 psf OK Rebar = # 5 2,000 Rebar Spacing 9.00 Allowable = psf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data - ACI Factored @ Toe = 1,683 psf fb/FB+fa/Fa = 0.620 ACI Factored @ Heel = 0 psf Total Force @ Section lbs= 2,346.6 Footing Shear @ Toe = 18.9 psi OK Moment...Actual ft-#= 6,670.1 Footing Shear @ Heel = 0.0 psi OK Moment Allowable = 10,752.8 Allowable = 93.1 psi Shear Actual psi= 31.6 Wall Stability Ratios Shear Allowable psi= 93.1 Overturning = 1.53 OK Sliding = 1.54 (Vertical Co Bar Develop ABOVE Ht. in= 21.36 Sliding Calcs (Vertical Component Used) Bar Lap/Hook BELOW Ht. in= 6.00 Lateral Sliding Force = 1,813.5 lbs Wall Weight = 96.7 less 100%Passive Force= - 1,848.4 lbs Rebar Depth 'd' in= 6.19 less 100%Friction Force= - 952.7 lbs Masonry Datafm si Added Force Req'd = 0.0 lbs OK p ....for 1.5: 1 Stability = 0.0 lbs OK Soo Spsi= lid Grouting L Footing Design Results Special Inspection = Modular Ratio'n' Toe Heel Short Term Factor = Factored Pressure = 1,683 0 psf Equiv.Solid Thick. = Mu':Upward = 9,501 0 ft-# Masonry Block Type= Normal Weight Mu':Downward = 2,100 0 ft-# Concrete Data ------ Mu: Design = 7,401 0 ft-# fc psi= 3,000.0 Actual 1-Way Shear = 18.86 0.00 psi Fy psi= 60,000.0 Allow 1-Way Shear = 93.11 0.00 psi Other Acceptable Sizes&Spacings Toe Reinforcing = #5 @ 18.00 in Toe: #4@ 12.50 in,#5@ 19.50 in,#6@ 27.50 in,#7@ 37.50 in,#8@ 48.25 in,#9@ 4 Heel Reinforcing = None Spec'd Heel:Not req'd,Mu<S*Fr Key Reinforcing = #5 @ 18.00 in Key: #4@ 16.00 in,#5@ 24.75 in,#6@ 35. �5I ZG r Title: Job# Dsgnr: Date: 7:47PM, 23 JUL 07 Description: • Scope: Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 LiRev: 580018 User:KW-0600914,Ver 5.8.0,1-De003 Page 2 1 ware Cantilevered Retaining Wall Design Description I Summary of Overturning&Resisting Forces & Moments A OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft# Heel Active Pressure = 1,711.3 3.08 5,276.4 Soil Over Heel = 4.67 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = 102.2 6.23 637.1 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 350.0 4.33 1,516.7 Load @ Stem Above Soil= Soil Over Toe = SeismicLoad = Surcharge Over Toe = _- Stem Weight(s) = 773.3 4.33 3,351.1 Total = 1,813.5 O.T.M. = 5,913.4 Earth @ Stem Transitions= Resisting/Overtuming Ratio = 1.53 Footing Weight = 875.0 2.33 2,041.7 Vertical Loads used for Soil Pressure= 3,072.1 lbs Key Weight = 300.0 0.50 150.0 Vert.Component = 423.8 4.67 1,977.6 Vertical component of active pressure used for soil pressure Total= 2,722.1 lbs R.M.= 9,037.1 20/2a