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, / /1 -1 ( J 'it - r?, RECEIVED 2 0 2022 MILO d.z.4A 410-11,A4,, ",.. P 1 - 1 ...------- I BUIL INaGIVAISRIODN [-----____ , "--__. , r, m chAap!!pbreovoencip;ni..]t°F F 47.,;(7:24/4C& ----:ev.„ , II t 1 I, fl / , , ! -2 , c /',7 -7 A),A1 1 --,-,\RAA <-",(4-------"------ -"-- -1 ,-- i', cxl ,,,, 41:)1 ' -,c.1 j , (,, * 14 0,S 6 1 i lqq'' '' 3 ri i If COPY f i co/ t LIABILITY OFFICE ' 01 i The City of Tigard and its .c/./ employees shall not be ' 'responsible for discrepanciekAEV I CITY OF I ARD IEWED FO. .' C• p/COMPLIANCE Approved: l i whf:-...h may appe,-..r herein. OTC:PP 1 1 [ 11 3 . 'i — f Permit#: rYN- G---72,6zi z,Oo I Address: t-Aow4 .11 , y , Suite #: ' t 1 Date: Li(2(42-2-- ---78 , , ; •--- — III ' I 1, ...., . ,.. t / i I , . .r-7"6 RArl \ , c7 Op \ \-1( 4.-- 0.-:::,,,kAv , r 7' CtlittLIW. ,_/L-„,,,, ,- / c''" Air i At,- --- — e-ri-fr ; I,- - . .. .. .. .. ..., , . ,. ..... .. ..... ........_ „ .,. ,. . _______.... _ . . . ..__...... .... .. .,. .„ . . , ... . 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VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT i BASED ON CONSTRUCTION DOCUMENTS AND OTHER . ---•-,- , . • ' DATA SHALL NOT PREVENT• . . , ! \-- - THE CODE OFFICIAL FROM i• --,-: i 1 ,1 lu i REQUIRING THE CORRECTION ' OF ERRORS.ORSC 105.4 1 ! . . ! . ..... _... ... . . ....\_..._%k_y,.. .. f 1-(6nr 11,4A/ „.... .. . - 1 . . / . /4/, (A.t.:,,:pc/A-)-7::: tv_i_r,c:4.3') V.,;c•V 42/4-..-r_L-VIX7 , i ` i / , i i , , --i, 1 g V all 9- "eiAr- /S) ,,,7 i".. 41, i ,„,„„„„„, _ ("7 , `-. ' / - 5 / — 5 1 c / . 9 ficv-1:13:;_ry';7 ,nxIx.27)Q b s ?. '')/a-.4s.)-7,,,,57. 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'.V "/,31 4„....“ ..,,,i, I .k„ 2 ,. -e-,.. / - , „ e v 't,,, f.-- c) h . •' r... t..., : I I I I " i ,49-)10stl ,i i co,. i 1-i 2 3 A (0 - ( i i..)(r.;,e; 1 , - c:-x 7, -.•, 1 — 1 - /y_11-1AvyY 3 dCti-I el 7e17 91VtiSsZt5 i •S:33"tigti g7f) #111//t), F.. t.5;721140,4514::: ' *# _ _ ,,,,4....._ „, ••, _ . , orzi,,3t,Q-, _:..:,.,,... , - - .-------7-7,1Z---- _ f ‘-:7-...---`:•• -''' . , 1,-. .- ' i c I '''':::::''';'•.+)474.1.1.S:::,r1C„ ..--;----. • -,--.-i . 1 , ( II 1 i 11 1 — - • • aass...aml.sx.,.1...,-,,,, -.x.a...,...1,-. ,... .,,,.-1 ..,k..t r--er.......,ea, 0.,.a•lau ,...,..‘4.....awasim . ' .,.... ...,..s.......,......,... -,...u.ca*. . 1 • . .. - • . _ . X-Beam : Technical Specifications Stock Glulam Specs This stock glulam specification is intended to provide design values and product attributes for X-Beam Glulam that is inventoried in standard sizes by a nationwide network of distributors and lumber dealers that provide next-day delivery. Certification Specs Rosboro glulam products are inspected and certified by the APA/EWS to ANSI A190,1-2017 and ANSI 117-2015 standards. The products meet all International Residential Code (IRC) and International Building Code (IBC)specifications as reported by ICC-ES ESR-1940 and APA Product Report PR-L251. Design Values Glulam shall be Douglas Fir combination 24F-V4. ROSBORO X-BEAMT"'DESIGN VALUES Flexural Stress Fb(psi) Compression Shear MOE(106 psi) Product Layup Perpendicular F„ -4 Combination to Grain Fa(psi) (psi) p arent True Tension Zone Compression Zone pp X-Beam 24F-V4 2,400 1,850 650 265 1.8 1.9 (1)Fb shall be adjusted by the volume effect factor using the following formula: Cv=(5.125/b)750 x (12/d)'"0 x(21/L)1t°<_1.0 (NDS-18 Eq. 5.3-1) where:b=beam width(in),d=beam depth(in),L=beam length(ft) (2)For non-prismatic members,notched members,members subject to impact or cyclic loading,or shear design of bending members at connections(NDS-18 5.3.10),the design shear(F,)shall be multiplied by a factor of 0.72. (3)The F.values do not include adjustments for checking. Beam Widths 31" ' 5' " • 63/4" • 8344" Beam Depths Conventional depths 6" to 24" in 11" increments (Joist compatible depths 91/2" • 11%" • 14" • 16" • 18" • p x � i � aY, 9�p's' yy` � t { 't("s. '"ac "x, Y Y P C f A "{S �i ') gaii0h tea �kd g tWn rfiip 41 yy ROSBORO X-BEAMr'"'DESIGN PROPERTIES EWS 24F-V4 1 Dry-Use I Fb=2,400 psi I Fr265 psi I Fci=650 psi I Ev,;,,e 1.8x106 psi I E,,,,,=1.9x106 psi Width Depth(in) Weight Maximum Resistive Shear Obi) Maximum Resistive Moment(ft-ihf) El Apparent (Rat/ft) 100% 1 115% I 125% 100% I 115% I 125% (1 U do ibfi 6 5.1 3,710 4,267 4,638 4,200 4,830 5,250 113 71/2 6.4 4,638 5,333 5,797 6,563 7,547 8,203 221 9 7.7 5,565 6,400 6,956 9,450 10,868 11,813 383 91/2 8.1 5,874 6,755 7,343 10,529 12,109 13,161 450 101/2 8.9 6,493 7,466 8,116 12,863 14,792 16,078 608 11 7/8 10.1 7,343 8,444 9,178 16,452 18,920 20,565 879 31/2" 131/2 11.5 8,348 9,600 10,434 21,263 24,452 26,578 1,292 14 11.9 8,657 9,955 10,821 22,867 26,297 28,583 1,441 15 12.8 9,275 10,666 11,594 26,250 30,188 32,813 1,772 16 13.6 9,893 11,377 12,367 29,867 34,347 37,333 2,150 161/2 14.0 10,203 11,733 12,753 31,763 36,527 39,703 2,358 18 15.3 11,130 12,800 13,913 37,800 43,470 47,250 3,062 191/2 16.6 12,058 13,866 15,072 44,363 51,017 55,453 3,893 6 8.0 5,830 6,705 7,288 6,600 7,590 8,250 178 7 1/2 10.0 7,288 8,381 9,109 10,313 11,859 12,891 348 9 12.0 8,745 10,057 10,931 14,850 17,078 18,563 601 91/2 12.7 9,231 10,615 11,539 16,546 19,028 20,682 707 101/2 14.0 10,203 11,733 12,753 20,213 23,244 25,266 955 11 7/8 15.9 11,539 13,269 14,423 25,853 29,731 32,316 1,382 131/2 18.0 13,118 15,085 16,397 33,413 38,424 41,766 2,030 31/21, 14 18.7 13,603 15,644 17,004 35,933 41,323 44,917 2,264 15 20.1 14,575 16,761 18,219 41,250 47,438 51,563 2,784 16 21.4 15,547 17,879 19,433 46,933 53,973 58,667 3,379 161/2 22.1 16,033 18,437 20,041 49,913 57,399 62,391 3,706 18 24.1 17,490 20,114 21,863 59,400 68,310 74,250 4,811 191/2 26.1 18,948 21,790 23,684 69,713 80,169 87,141 6,117 21 28.1 20,405 23,466 25,506 80,850 92,978 101,063 7,640 221/2 30.1 21,863 25,142 27,328 92,813 106,734 116,016 9,397 24 32.1 23,320 26,818 29,150 105,600 121,440 132,000 11,405 9 14.8 10,733 12,342 13,416 18,225 20,959 22,781 738 101/2 17.2 12,521 14,399 15,652 24,806 28,527 31,008 1,172 11 7/8 19,5 14,161 16,285 17,701 31,729 36,488 39,661 1,695 131/2 22.1 16,099 18,514 20,123 41,006 47,157 51,258 2,491 15 24.6 17,888 20,571 22,359 50,625 58,219 63,281 3,417 63/4" 161/2 27.1 19,676 22,628 24,595 61,256 70,445 76,570 4,548 18 29.5 21,465 24,685 26,831 72,900 83,835 91,125 5,905 191/2 32.0 23,254 26,742 29,067 85,556 98,390 106,945 7,508 21 34.5 25,043 28,799 31,303 99,225 114,109 124,031 9,377 221/2 36.9 26,831 30,856 33,539 113,906 130,992 142,383 11,533 24 39.4 28,620 32,913 35,775 129,600 149,040 162,000 13,997 9 19.1 13,913 15,999 17,391 23,625 27,169 29,531 957 101/2 22.3 16,231 18,666 20,289 32,156 36,980 40,195 1,519 117/8 25.3 18,357 21,110 22,946 41,130 47,299 51,412 2,198 8 3 /4„ 131/2 28.7 20,869 23,999 26,086 53,156 61,130. 66,445 3,229 15 31.9 23,188 26,666 28,984 65,625 75,469 82,031 4,430 161/2 35.1 25,506 29,332 31,883 79,406 91,317 99,258 5,896 18 38.3 27,825 31,999 34,781 94,500 108,675 118,125 7,655 191/2 41.5 30,144 34,665 37,680 110,906 127,542 138,633 9,732 Notes for X-Beam Design Properties: (1)Beam weight is assumed to be 35 pcf. Indicates Hoist Compatible Depths (2)Maximum resistive moment shall be adjusted by the volume factor based on NDS-18. 1J