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Specifications 6-t-,07exe 3 F eo, Wilsons at Washington Square Mall Tigard, OR Job No. 0010542 Structural Calculations r--15°121 �D PROFFS, 7.00 NF s % 2-A 4PE OREGON / 1$71.1.IA0 P� Expiration Date 6-30 -02 Thomas William Wallace, P.E. ∎`,. Engineer of Record • d — C, k • I- o-at ' . k •t s t ' •t/: 1 -.s 5 .0-a, a ../t s -s ••• ' . . - .t ' .t: ' .o-s • • 3 4 D a NI, 8 a N 0 � g s - s i 4D ; o 140.4 s 4D g 00 0 o e 4r fi t; Q 41 �.v .`.��r 1 z •. °; i p r•r.: '• :?' i.:.' ,.r: -,.;,.:.-7,..:.4., .1 •i' s , •r • ....1 ' ..:.�. .fr • N • , 'n rJ t e , i r }• _ %• •' ( , S r .�_. • • 1r'�::7 ._'i • y % Y . _ ° ci f , i i .0. •". ,' ' 7 : ... .1 . •i. : ' ,„: 1.. y' t: '; : '77 rte.'',: •1 AV::::::::::*;;; � • �t��: 'i 1•. >' ,. •J• 1. •) n� + tip f;,.. ( %i •:r t, CS Ys .r, i `: • ?k4ii .i ' •• :v: ..-� 'i $ .6. • •4, N'i r Y *. • . j . . •r ' 1 ° :. * r{� • :; -z •� 'r ', 0 f • • a?'. : it i L: � `s• r ' �:•�,.R. L. 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STU 'I I BRACING AS REQUIRE. i I I I j ��Lu - _ t I P ' --< X to � ��` =- - - _ _ p II -o 1 2 • ( " wsP ACT cI.N Ccmo -...,. ~— v.v. , El lip .„, - O ii 5 m. . • -5.i4l'a I . ' " ," ' 714 liT*Witiolwgi@w*.m w „ 3n:. I 0 r {7 I -2 0 0 4 1/4 ' 1/4' 8- 1/2 - ,� 1 12' 4 I A 7 -3' 3• -6 11111111, 4•-0' A 0 m A/ ofe% Os CO > o -/$ 7e% 5 eN eW5 Oa b rot es I Spo y8 ` (rise • i (3) ,r18 - /.2 7ek Screws' i o & - co✓'01,0 of - heir //6 1 I -6 �' G qa •e eavineds.v,5 i 41) ' ,....-. av ......, I , 1 GRILLE SUDE GUIDE , i .O e - R 1 T I I m Col� 13:4 p I O 1 1 r PROVIDE RUBBER GROMMET / f OF GRILLE + TO PROTECT WIRING. I $ - .4i7F 'Y • .-' ® SECTION 0 SIGN /ENTRANCE 3/4" = 1' -0" I s i I I I I \ \ �� 0 . 2 . -6 . 1/2 DLK / METAL REVEAL P -1 ♦ `--t O day - .- --.er ` . 011' -0 1/2' .. 0 . ' I I ` \ \ 06 g { SUSP ACT WIC CRIO - I I ♦ . . 5 © c :1 !N ` !1_'1113004Fli§i. 1- -- . . 12' 3. -9. ' 4 4 , A , v m II 6. -6 ' S9Vaai�-i -� 3 0 © , 7 - 1 -1 - -. WALL SIDES y ! 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(R.o C L om Chord C 3 111/I ) 1 I — — \-- (�) 4 re e S a. • e4161 i _ s 0 t 4 3 X3 ..,Xco►lt ---� i • • I - ,�X3Xo�5 Coon ee z4o� l raee ""`NN 13e' Co!U,v►oi Top Co0nec 'loo I t i ll M55 ���xG ear, ./ 60/t � \ (9,4 ,we.-/o I 4 ii Ti . \ �, a � K $ / r c � I 3 - i N sS �X3X — C /e oC r 0 .ii-L, d 1_4 r I ; - -- a — - _ - - - Win- - - -- - - - - - mro-� Date 02 /ozVoo Sul$ Sheet No. of ( -: - Job 0/0 5 W/ 450n s Z eat)h es"' Subject or'e Frov, t • / , t l Z.D a.a/5 so � . t 7$ g Yl� 2. s p3 Sl�(�w�5 /, o o ps Fe 5 lrt0(5 /, o sign - ot5SUhle Soo /bi C3 ps'r "Ro aT oig 2, P s f tAd N1I . / , Q ps { / /z 9 4ts5 = / %( 6- Y'‘)// q,nill (5Pe b e/ew) o psf X /o 'c/o k I/ 0. /SS (max) R44/-t -tp cpNi/I l5 a owl Lull 00 / tc sQ / ' rv►. ,d, /2 / ' 2 /aN 71 °B �s l f' So 70 Gp, -a.41,(4 1 ), ofg/ e 5, S` ps c use p sC Date 07/o(,10o &A/6 Sheet No. of Job 0 0/oS'/Z w// a-i s Z.ead - A Q,y Subject Sore FN an't 2 Lao' W'40 I 0 e1/4.6 +v7 ow( � 3 p 5 f &yr or pad✓'i on Sea son e - Fp = 1 -/ , o CA z W 0.77 e = 3 CCo.) jq D,3' 4'2 ' 0 zp t' /, o i F.,- ,.(3(,)(1 o) 1k /, )? P/ kip tichn of Foeces - x- cal r r.e d I • A Lcwid Lo V0 / 5 b u,101 is b raced a v.o( ca( ®vs n ot , pael cN C o 't e / 1 et,✓ cove .s& tc,? a2, wih0t orc E @ /20(4n oc /a4s wa !/_ `lz 6o) Cs") r a s7/ r Wiviot Ferce e base of e.Xisi /7GA.1ic4 eA c� = R6 a(5 ) 3 s'p/ f Peovloft ( � 5 rOlf - w , 7 ra yv , 4 1 6k,149/h OLf 2(RV OA411 /�-Q .o •- /o S � ( 3 t � oviooye ( e se /snit ccJcs • 4, Will . 0t, Poimees - y - alleec1 o� • ►n/,�, al FQYCe. C 4,,13ry ; �S p /f ar 3, 75 = 9S/ '3 7114Ga e b ads e 9V /5 laia( EL /2'-0 » FQ✓'ce e L (z.5-y5 ) zre. /3 =0 (See 5 elssrm/e ewes • . .. • ... . • _ ---- - --------- -- - ---- --- • Date 0)1(4 o gG(/ /heet No. of Job 00 /05"42 w/ is an s L ec w Subject $$ Q"e 1cr af1 . ti e /sm /C - X- di✓lec1 a,, Farce @ d»,„ of /a45 = 1 ( 418.4 Plr • Fo✓'c e To � o' c /0. s = 1/ S . Z p/ Sa = /, //(9 )(5) 5'41. o FoLcek de = /i0 61)0E1 .$) _ /8 �,9 ._.. 3/2 , tai4erl 4i l oace5 e 0, co,/ Do e✓' _ % t l»/( 4 /ao) = 5 -9 /6 k 9 /ass = 4 /8 R(3, 7S) '> / ? / 4/ ccJ inn (p, ea-s/97/ G - - o ►/'ecr/ ovi Ael rov'ceg `t oo co /c,vnn 6 v0«e o /oov' cOvove CDCWw) r7 / Q c0.Ti S tzA rCO•c e Top of 9(a55 = q8,2g(3. - i)(z)+ /o - 3.. _ /2o( /6 So Cif = /, /ij (; /g4 y) _ /3QC, /S Cot I 'doer = = 5`9Cv Forme _ /4gL2.(3.5)f 500 J _ 93o 'goof' _ /.( / (5)(. 9 /ass = (/8/ ) (,0V /6 ><I° X- ;30Ace over✓• )1e •6 op o 7 -01i e _C01/ doo✓s ''o/ z'/zXei,x;44, (s a, ea( evrlall /s ) ti co s , /pq041avi - iv 0,17 5,7sl k o /u,w11.4 / = a. k (.5∎2i m ac Farces 4 1i4 ) Max gaN/ 2 . Rt0.G Y 5 I ) v ° 6 t a r% o f f C 0 4 0 4 1 / 1 ( `t Y Dr cton Bracing � ~] X Bracing over R wup Grill • » - FRAME MAC file: Wilson's L ah R Last mo me at 919:40 AM on Fri, Jul 7, 2000 • ] 2 • � \. • � \ • te] / • • • • • \ 1 4\ - - y :» c� - - : - . . _ z . " ' Y- Direction Bracing X Bracing over Roll -up Grill ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Input Data ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FRAME MAC file: Wilson's Leather. Last modified at 9:19:40 AM on Fri, Jul 7, 2000. > �rr, All coord. and distances are in ft. :ham yy There are 6 nodes and 6 elements. There are 12 degrees of freedom; the half- bandwidth is 11. °'+ ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Node information: Node Location Location Restraint Restraint Restraint Hinge No. ft (X) ft (X) (Y) (FX) (FY) (MZ) 1 0.00 0.00 Yes Yes No Yes 2 0.00 17.00 Yes No No Yes 3 10.50 0.00 Yes Yes No Yes 4 10.50 17.00 Yes No No Yes 5 0.00 11.00 No No No No 6 10.50 11.00 No No No No .rt , ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ''° '- Element characteristics: From, To Length Section E Include Top is on Hinged at Nodes ft name psi self wt.top or left node(s) 1,5 11.00 TS3X3X0.1929000000.00 No Yes - -- 2,5 6.00 TS3X3X0.1929000000.00 No Yes - -- 2,6 12.09L2X2X0.187529000000.00 No Yes 2,6 ; 3,6 11.00 TS3X3X0.1929000000.00 No Yes - -- 4,6 6.00 TS3X3X0.1929000000.00 No Yes - -- 5,6 10.50 TS3X3X0.1929000000.00 No Yes 5,6 it ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Element characteristics (continued): From, To Area Depth Thickness Weight Weight Nodes in * *2 in in lb /ft lb ' 1,5 2.02 3.00 0.38 6.87 75.57 2,5 2.02 3.00 0.38 6.87 41.22 2,6 0.71 2.00 0.19 2.44 29.51 >•_ 3,6 2.02 3.00 0.38 6.87 75.57 �..; 4,6 2.02 3.00 0.38 6.87 41.22 ,'�., 5,6 2.02 3.00 0.38 6.87 72.14 ?'.` %�i ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Element characteristics (continued): From, To Iz Sec. mod. Rad. gyr. N.A. -edge S,T,L Nodes in * *4 in * *3 in in 1,5 2.60 1.73 1.13 1.50 S 2,5 2.60 1.73 1.13 1.50 S 2,6 0.27 0.19 0.39 0.57 L 3,6 2.60 1.73 1.13 1.50 S 4,6 2.60 1.73 1.13 1.50 S 5,6 2.60 1.73 1.13 1.50 S Total frame weight: 335.22 lb. ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 8i:.::44. Node loads (only those that are in applied groups are listed) : : ? , 7. Node Force or Group Magnitude Magnitude Magnitude No. moment lb (FX) lb (FY) lb -ft (MZ) 5 Force Misc. 1 2302.00 0.00 6 Force Misc. 1 2302.00 0.00 General load factor: 1.000 Load factors (suffix denotes whether the group is currently applied): Group Dead Live Wind Snow Misc. 1 1.000N 1.000N 1.000N 1.000N 1.000Y 2 1.000N 1.000N 1.000N 1.000N 1.000N 3 1.000N 1.000N 1.000N 1.000N 1.000N 4 1.000N 1.000N 1.000N 1.000N 1.000N Fes' 5 1.000N 1.000N 1.000N 1.000N 1.000N ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Y- Direction Bracing X Bracing over Roll -up Grill ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Output Data ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FRAME MAC file: Wilson's Leather. Last modified at 9:19:40 AM on Fri, Jul 7, 2000. • J � All coord. and distances are in ft from the left (bot.) end of the element. 0 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Support reactions: (pos. force is to right or up; pos. moment is ccw.) Node Reaction Reaction Reaction No. lb (FX) lb (FY) lb -ft (MZ) 1 -10.09 2599.62 - -- 2 - 4567.83 - -- - -- 3 -9.21 - 2599.62 - -- 4 -16.88 - -- ___ ******************************************************************************** Node deformations: (positive is to right, up, or counterclockwise.) Node Deflection Deflection Rotation No. inch (FX) inch (FY) radians (MZ) 1 0.00 0.00 -0.00 2 0.00 -0.01 - -- 3 0.00 0.00 -0.00 4 0.00 0.01 0.00 5 0.06 -0.01 0.00 6 0.05 0.01 0.00 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Actual element end forces & moments: (local coordinate system) From, To FxL FyL MzL FxR FyR MzR Nodes lb lb lb -ft lb lb lb -ft 1,5 2599.62 10.09 0.00 - 2599.62 -10.09 110.96 2,5 2599.62 -18.49 - 110.96 - 2599.62 18.49 0.00 2,6 - 5239.70 0.00 0.00 5239.70 0.00 0.00 ' 3,6 - 2599.62 9.21 0.00 2599.62 -9.21 101.26 4,6 0.00 -16.88 - 101.26 0.00 16.88 0.00 5,6 2273.42 0.00 0.00 - 2273.42 0.00 0.00 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** fl Vaa Y- Direction Bracing X Bracing over Roll -up Grill FRAME MAC file: Wilson's Leather; Last modified at 9:19:40 AM on Fri, Jul 7, 2000 Node 3 Elem 3 6 Node 6 Elem 6,4 Node 4 10.50 L =11.d0 10.50 L =6.d0 10.50 0.00 TS3X3X0.19 11.00 TS3X3X0.19 17.00 —1---- E= 29001000.00 - - E= 29001000.00 FNdM1 � 2302.00 0.00 F: lb Load D: lb/ft h M: lb-ft E: psi 2599.62 Tension lb 0.00 I 9.21 Shear lb -16.88 101.26 PR Moment lb -ft 0.00 0.00 Defl. "" ..,,,, ..T inch ............ • ........................... ................ -0.05 I • L'/61 L /4 f 0/3 I L /2 I 2L/3 3L/4 I5L /6 1 I ft Distance 0.00 3.40 6.80 10.20 13.60 17.00 ice,.` - ilJ Date 67 /02/Po 341./ No. of Job 0 Q/ 0.542 a)i/5ari 5 L dociAer' Subject S o✓'e ' 7' ' Co'vipa`iem t -. IIor1 Z�rl1 I }Mdiry�l N 9 /YICc / e41Q' /= 6 = C s / g x /'/ / .X 2 a & J - �-1( ) z 0 p1 f /1= .Zo -P11-i6 = 45° in -/b < "928 in -/6 °kr 6, - Vev41 COO •PV^AN11 16) Max /e.nvyii = 0 -gym = /83 ()•5 )1- A)(6,25 5 95) f >z = / = VS 8 p/f I (qec of /a a/o4ca,l S' /.5 , I oac E C-a,1'cs 5n R = /,/ f >< co mi ec(� ov1 e 't op.) s v/8,8 /c9 z. : /5 p S`/ P /f i93 !� _ ,� /5 3ps< < .L (33)" /9. 8 451' Use C35 /8X1 'qx 20 qa, cek_ 41y poovid e 1206Ace-s e is o.'. c. 6,^6•ce6 @ 1a' -ot @ ° ( /6 -5-- /2\/0S CIS r 6 kP 8 ' - , q o .107 => F = II, G ) < L , jam= i2,1 4z Veos lS = C39 lb Q u -se -'Q✓` Colnec ol 15 ° 3633 ?sc .4 II, K.si 0 Yom; r-agi rea 0 C 3 x f' /4 x z o 0. Date o7 /o7 /00 31 Sheet No. of Job 0o/o5 W1 /s 0;1 5 L eeti 4 1i es� Subject S )'ONC FH av1 t 4 ' 1 4f- ya, a ecninec, ,c1,s /11a�x I^orce c 584 /b Cap 8 Screws l a 09A = 2 t 2 1-14) _ /G 2 /6s /TC ric,,t, Use seee ws e to races 3 sCrewS e ✓w` f,ca /s e. 4 ZXZX r9C €S • T= 6:2g A- '? 8 -C-t I el w e/015 a ?(2.70) - 8,/ 'k ol� - 1 �. A 3X3X = Coil door. t "th k -so r 4 r. ¢ oyz f ��`' ( 5) ( ' Z s ) 26200 898. /Gs /h . /00,3 I. 22 to -k (s ee compul avkic.4i.5,$) /l55 s x 3x 3 /�, Qki - 5 cc. of ax, �.o( 7 CGI 0I s/Q 6 to Sac-c ' // Ml r�Ge ill &As -�nr ens Selsm 'o ad lag 0 11 4../ r !ewe. r j- �_ c.� - Try, b so F-C (s) _ ) 0 136 /.I.s /r, - lt who -C - 5 ,t,X /1/4 czi 4 = 493 /n-l< Qk/ 6 = = ys," p�/ ; ` ✓Y'Tli .¢,), r Ye'+,i - - - _`, T 0. -_.- • , \ o :_ < <,; t .. Maximum Allowable Clear Span Height in Feet 83) III?:. 1 �AI ^``;� ' I „ ;,. tt ,�, 1s 'Stud 2+ 'Stud I 3 'Stud 4" Stud I 6" Stud /a / :' /a � ;i;• �I�41 zv Wind ' `'` °v, Load Deflection Stud Spacing (inches on center) i ", .r. (Ib. /sq. ft.) Criteria 12 16 24 12 16 24 12 16 24 12 16 , 24 12 16 24 V v � , - : , L /120 12.0 10 9 9.6 17 1 15.5 13.6 22.8 20.7 18 1 24 7 22.4 19 6 34.1 31 0 27 1 5 1/240 9.6 8.7 7.6 13 6 12 3 10 8 18 1 16.5 14.4 19 6 17.8 15 5 27.1 24.6 21.5 t ;t t \§ fb `� - ; -x - -, -. -: ; ; ":. L /360 8 4 7.6 6.6 11 9 10 8 9 4 15 8 14 4 12.6 17.1 15.5 13.6 23 6 21.5 18.8 t; , ; ` '''''',61v,:', z. .7 . - ` '' s t( V y ,a.. - - .. • - t 3 L /120 9.6 8 7 7 6 13.6 12 3 10.8 18 1 16.5 14.4 19.6 17.8 15 5 27.1 24 6 21.2 ,;;,,, • - -r -- r, 10 1I240 7.6 6 9 6 0 10.8 9.8 8.6 14 4 13.1 11 4 15.5 14.1 12 3 21.5 19.5 17.0 C' " '_ L /360 6.6 6.0 5.3 9.4 8.6 7 5 12 6 11.4 10.0 13 6 12.3 10 8 18 8 17.0 14.9 `: .. r _ ,, `' =3_ , ;, -•„er` 4 '.":, t�,.,; L /120 8.4 7.6 6.6 11.9 10.8 9 4 15 8 14.4 12.1 17.1 15.5 12.9 23 6 21.2 17.3 ' '`° ;-1. ' "'` ` K'; 15 1/240 6.6 6.0 5.3 94 8.6 75 126 11.4 10.0 136 12.3 10.8 188 17.0 149 ic .. „ Y 1/360 5.8 5.3 4.6 8 2 7.5 6 5 11.0 10 0 8.7 11 9 10 8 9.4 16.4 14 9 13.0 ,, L/120 7.6 6.9 6.0 10 8 9.8 8.1 14.4 12 8 10 5 15.5 13 7 11.2 21.2 18 3 15 0 20 L /240 6.0 5.5 4.8 8 6 7.8 6 8 11.4 10.4 9.1 12 3 11.2 9.8 17 0 15.5 13 5 Duty i_� f �� c( I' Studs L /360 5.3 4 8 4.2 7.5 6.8 5.9 10.0 9.1 7 9 10.8 9 8 8.6 14.9 13 5 11.8 'I- r - ? t )I L/120 6.6 6.0 4.9 9.4 8.1 6 6 12.1 10.5 8.5 12 9 11.2 9 2 17.3 15 0 12.2 ~- ■ , • .O G a•/ 30 L /240 53 4.8 4.2 7.5 6.8 5.9 10.0 9.1 79 108 9.8 8.6 149 13.5 11.8 Dietrich Big "D" extra duty drywall studs (20 gage) are fabricated in L/360 4 6 4.2 3.7 6 5 5 9 5 2 8 7 7.9 6 9 9 4 8.6 7.5 13 0 11.8 10 3 standard sizes and stock lengths from corrosion resistant galvanized L /120 6.0 5.2 4.3 8.1 7.0 5.7 10.5 9 1 7 4 11 2 9 7 7.9 15 0 13 0 10 6 ::; • steel Custom sizes and cut to length sizes are available upon request 40 11240 4.8 4 3 3.8 6.8 6.2 5.4 9 1 8 2 7.2 9.8 8.9 7.8 13.5 12 3 10.6 Knockouts for piping, electrical installation and horizontal bracing are L /360 4.2 3 8 3 3 5 9 5.4 4.7 7 9 7 2 6.3 8 6 7.8 6 8 11.8 10 7 9 4 located over the entire length of the stud. 1/120 5.4 4 7 3 8 7 3 6 3 5 1 9 4 8.1 6 6 10 0 8.7 7 1 13 4 11 6 9.5 '`';' 50 L/240 4 4 4 0 3 5 6 3 5 7 5 0 8.4 7.6 6 6 9 1 8 3 7 1 12 6 11.4 9.5 1/360 3.9 3.5 3.1 5.5 5.0 4.4 7.4 6 7 5.8 7.9 7.2 6 3 11.0 10.0 8 7 - ., ` t Physical Structural Properties (1) • L Cross About Major Axis About Minor Axis Resisting l+-X / Y I 1250 Stud Section J Moment - _ _ _ _ I - _ Size Weight Area 7 Ix Sx Rx ly Sy Ry m Xo x ro 13 (x -x) 1 (in.) (Ibs. /ft.) (sq.in.) (in.) (in!) (in ?) (In.) (in!) (in ?) (in.) (in.) (in.) 1000 Cw (in.) BETA (in:lbs.) 1% .494 .120 .531 .064 079 0.731 .024 034 445 .646 -1.086 .044 018 1 355 358 1646 21/2 592 .125 .513 166 133 1.155 025 035 448 583 - 950 .055 .044 1.452 572 2957 STUD SIZE 3% .718 .162 .396 .407 .224 1.586 .032 039 .448 522 -.825 .068 .099 1.683 760 4928 4 .760 .174 368 .515 258 1.721 .034 040 444 505 -.791 .073 .124 1.775 .801 5654 6 .984 240 .267 1 381 460 2 400 041 042 412 .431 -.652 096 314 2 321 .921 10099 NOTES: Design based on minimum thickness (2) Limiting heights are calculated using a variable psf uniform load perpendicular to studs and based on stud (1) Yield strength is 33 KSl properties alone Use of composite action with collateral materials wit increase height limits Stress caicuta• tons are based on capacity of studs alone Where stresses are due to wind loading, the allowable unit stresses have been increased one -third in compliance with the AISI Specification (3) Limiting heights based on stress, shear and deflection Web crippling is assumed negligible due to stiffening 3 provided by connection to track 747 TEKS® Self - Drilling Fasteners Product Report No. 40802 Selector Part Head Drill Drill & Tap Max. Material Guide Number Description Style Point Capacity Attachments Applications 1208200 6 -20 x 3/8" Pan #2 .036 -.100 .100 • • 1210200 8 -18 x 1/2" Pan #2 .036 -.100 .205 acres electrical trim 1213200 8 -18 x 3/4" Pan #2 .036 -.100 .455 accessories to steel 1218200 8 -18 x 1" Pan #2 .036 -.100 .705 Residential • Residential steel frame / " ; 1199200 8 -18 x 5/8" HWH #2 .036 -.100 .330 construction. Track t tud. • ack to stud. 1200200 8 -18 x 3/4" HWH #2 .036 -.100 .455 Hat channel to stud. • t . 1202200 8 18 x 1" HWH #2 .036.100 .705 ter... 1204200 8 -18 x 1 -1/2" HWH #2 .036 -.100 1.205 Studspliang. 1107000 10 -16 x 3/4" HWH #1 .024 - .095 220 • Stitching roof deck, wall 1109000 12 -14 x 3/4" HWH #1 .024 - .095 205 panel sidelaps or duct 1399000 1/4 -14 x 7/8" HWH #1 .024 -.095 .380 work. :� 1398000 10 -16 x 1/2" Pan #3 .036 -.175 .150 di, 1397000 10 -16 x 1 /2" HWH #3 .036-.175 .150 1127000 10 -16 x 5/8" HWH #3 .036 -.175 .200 • Clips, duct straps, brick 1128000 '10 -16 x 3/4" HWH #3 .036 -.175 .325 1129000 10 -16 x 1" HWH #3 .036 -.175 .575 steel to 141 1130000 10 -16 x 1 -1/4" HWH #3 .036 -.175 .825 steel /raininng. 1131000 '10 -16 x 1 -1/2" HWH #3 .036 -.175 1.075 'Available with bonded washer. Performance Data PULLOUT VALUES (average lbs. ultimate) SHEET STEEL GAUGES Fastener Steel Gauge Gauge No. 12 14 16 18 . 20 22 24 26 Dia. Pt. 26 24 22 20 18 16 14 12 Decimal Equivalent .105" .075" .060" .048" .036" .030" .024" .018" #6 2 120 183 248 296 471 679 847 - #8 2 119 193 265 298 491 703 959 - •- = S HEAR VALUES avers #10 1 148 241 311 357 565 826 1111 1796 (average lbs. ultimate) 40 ,, 3 124 208 266 299 499 708 967 1474 0 Fastener Steel Gauge (lapped) #12 1 159 261 338 390 649 908 1259 1949 9v Dia. Pt. 26 24 22 20 18 16 14 . 1/4 1 208 329 428 562 800 1151 #6 2 278 466 526 758 845 FASTENER VALUES ` 5 t � ' #10 1 398 584 659 884 1374 Fastener Tensile Shear Torque f h 3 728 1266 1540 1552 - _ 1 (dia -tpi) (lbs. min.) (avg.lbs. ult.) (min. in. lbs.) o `r #12 1 432 703 753 1018 1452 6 -20 1285 750 25 C • - 1/4 1 511 849 885 1244 1764 . 8 -18 1545 1000 _ 42 10-16 - 1936 1400 61 The values :listed are ultimate averages achieved under laboratory conditions and -. :iv 12 -14 2778 2000 92 apply to Buildex manufactured fasteners only. Appropriate safety factors should be =A ' `� 1/4 -14 4060 2600 150 applied to these values for design purposes. -*s Installation Guidelines • ALA standard screwgun with a depth sensitive nosepiece Ja. The fastener is fully seated when the head is flush with the should be used to install Teks. For optimal fastener work surface. performance, the screwgun should be a minimum of 4 Ask. Overdriving may result in torsional failure of the fastener or amps and have a RPM range of 0-2000. stripout of the substrate. • Jai Adjust the screwgun nosepiece to properly seat the .. The fastener must penetrate beyond the metal structure a . fastener. minimum of 3 pitches of thread. New magnetic sockets must be correctly set before use. , Remove chip build -up as needed. . trffBuildex Teks°, ClimasealTM' and Building Ideas that Worke' are trademarks of ITW Buildex and Illinois Tool Works Inc W. t BUILDING IDEAS THAT WORK TM 1349 West Bryn Mawr Avenue 0' Itasca, Illinois 60143 630/595 -3500 FAX: 630/595 -3549 ©1997 Illinois Tool Works, Inc. 6 .- .?..'Grp. - - - 1 Date O 73M18 Sheet No. of Job 0 0/O5`/A (r1/4an ev' Subject j t-o,^e F4^ o'VI t '.fr. Q, CO ( w►rn e4 cxeh »l &ti1 5 ct. t3 - e T = TE= ac, °o 165 N= Ai /0 /bs 6" /l = Z oo /bs 0.rh:i velpotCi) For 3 i, c � t h' /� r7 ?.rm e b e�lal rrl IOW/ k E°t r � 0 — 7 W 1 / i ; y l = /a 9 0 6J s '“ tote = 87o 161 5 o r ti _ / S ions /Oil cap z ',l (.,)$")(//0 r 3999 /5 > X4 )6 s sil eo v' cap = 4 ( ) (l4/ 70) = i/ss7 /6 > > 2 Do Iees a/`/ ccr WO X7X Sx = (I-E1 1(219)t 4 . QV& ° l vh 3 €0■44 ol 1 • T 26 "4 = (AS -0 / e 441: ,b26 5 1r -k 1 c4, _ r i3 9 �s� ; 95(3��= a) Asc' °i-/ , 0409 6, To co) ec4 0 h - ccovlc, - Sle/ c(ec i,� 8 i V (�,y /z , $ / �� /�/ 3 /ro, x 11.3 .= 3 0. k ay 57 g 4 1432 5- / / 3 �V , I •1 Date 0 /o') /o o -05 Sheet No. of Job 00/ OS £'J' /50n LeaiA(.V' Subject 5 1 e ay/.i • q . cilia 9 avL J 1 ace ec/C /b .1 411/ P=5"29 •- _.:l rov' 4 3x3x ice c 0/51` tcio GAo494 / je /5f5 e 2'-G" o,c. y yy, 9s 1 ° A ! 8 2 r / 6 ' ° 4 /6= M,> _ /6, '20 < o Itt = /5,83 Q. 1,3yo , ooya7(ico) 3 , = omt/ > Fh = / A Fob_ Ch X0,250 , vs-) = 06,6 k5� 6 L ,95- 0, so ✓' / ksc �6 c / , / - S,e - k5,6)T 1431 < /9. 9 As. o O q (A5 e . 3 X 3 k 3 4 0 >x can t at: C C le.Gft o IS o c/-o,''ep( o� Jac 5i� f a s c - �c c e.r5 8 1, o, e,