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. (3-i p 2•co - e xAriPc Project. z ED Dat REC I V 1- .--- _ ___..._ _. - = 9 ::y ! i Y 4 .,,:!::..:, ::: : M - '- - 1 , I � I I � i ! i l i i _ _ __ __H______.. 1 i r 1 .. F r ix,„_i_c.1,,,cor_z___+_12*_...:,,,r.a.„ 1 i" K_pjtilP # — i i _ - ` _ a__ _____ , 1 17, :1_!_,4,_...1,_.T_cr....,,,___114,..... I ! • i I " � s ` i i 1 . Alipeelr.4(.../.._..,peZ,a i .:- j 1 I i I Li.:'A---_/.4,95. ).-___Ackt__...0 _.:e_.- 0.-A ; 41/-tnii . 157-10 4_ 111111 , I i , I t I i ! I ' i i I : ! { I 1 i II f - -- i 1 —' ! 1 _ � i iill i ___ H i : . __.., , __. r 1 i �_ - 1 - - - ! -� - — ! - - ----. — -- - i 1 - , I__ _ I 1 1 I I - -. _._.._. .. _�- i i _` y 1 ! j - -- i I i i i , I f --i --i— j i I 1 i , j i -- : II , I I , j I _ i 1 r i__ ,.______...,. _ 4_, _ .._1 r 1 I I t , , 1 , 1 I -- -- - 1 .. - ` - ' - - -'_. -- - — - -- I r_ 1 i I. I 1_______ _ ____ - i _.. I 1- -- 1 - - - I l l-_! _._.__.._._ 1 ...._. _. ........... . Rm #tares Number: Robert Lloyd Sheet Metal BS:ttl X � 116-'77f.‘ t> i I _. ;� I u ( CONF v 0 • eYyz. 24"0 01IA, 42x30 DN _._ _ ._._ ._ d:�., �I, 1 0 ON � k , . , irlklik 4_x30 DN �_�11! ___.._..__._..._.-- _ —. - - !68x 6 UP ; " tl..`.�_._ 5. 91 f 1 l t� �A i► �i� I I M I ier i I11 +I jr. �1u�- I � i Illy' {I� �.'T. •i iI 7 ■ I ' • IIl ®' . Ill r : alI'� FSD i JAN is i t 6 8x.. U P I ' i C II 1 11 1 i. �a_�� swill TO U -2 it i 1us �� • ® ,� s � ,J y)S�.pp I I5� ' , , ..._ ® I '6 -iZI IL i � _ II j • co _..... ......_H I i t l __ f y � RRIDOR 7: 1 III" ®a■�'_ . '' 1 IP t(1�' ►i �; ey,�r. I: � ": ∎a i=m.. ��'1OIL f� f D � 2 � i':- _.1 inal LI I 1 i 2111111 II II, I1 a _ I I r s +I ,,-.. IfJ ur tt��� I D6, 4 EELS ITRONIC --.nib _�K 1 , BOOKGAR I i- s ' . :1 8cx54 UP 9 t 1.. ! � *H I : i II 1 .. � �� J ,.i.: TOR - ■ �� � _ h � � _� - �_ --_1D e - I 6 4 X T I ® . Ii�n� ----------'1' 20x4 DN j j g - ` c • ; . I ene e r r ei m. (TYP. 4) i 11 r,• • s , , r 1y 4 a IL: l cr I I mm Nom �,:� = u -- • ' I I `F 4 . l ie ' J �` y I 1 _ — _- ems.■ 90x I a I ! . )NO FBI , j i� _� � !�, E a F ' 1I Ike I .;.• : =LEO. Will C 1 f1 �y I i . - A A li a '�n�vb ` f •� 1 ------ _ -_ -_- , ,. , ,�, ,�� ' t 90x ' i 4 , i`A i,_t_II ' _- _ 1 I � ! 0 OFFICE ■ I� I ► °TJy L 12x8 J 22x8 L J sl L ■ 1 I 1 I 1 I I Rectangular Filling 1•-Sound _ Fledlaba. Shoo Labor Ductwork Wt Llntng RetYngulat Fallen) Preaaw• Duel Width 147911 L.n4th Washy Insulation FeI1 Lnhn.Tahle Tola9. fns Slrn Lnlnt Tab ie 4.ta1n4iis Totals Lbs Totals Lbs sq. n oeswlpion class connactinn gnc6.sl tincheal 219.42 131.77 4021.16 4704.49 2590.00 _„ 0o De9 Eroaw .. ", �,,, PteIs 0 and D 91 ., - 11 0 ' 1 15ound Lb TableTI 11 -25 T291212 9.69 0.00 319.87 86.7 RoamquLx OtM 12w Pleb ee .SnMO. 92. .12 tl - D 15add llnhq : TatleT]. . 99 - Tatlelt 3.59. _ - 374.05 0.00 � ._. 138.7 ._..._ lOw Pteaw.e '• S aM D - 66 - 16 0 1 : 1 Sand LMbq „Recurqu4v Tramlbon 11.77 7ab TabRU _ br2 7.11 . 0.00 335.80 68.3 • .. Rettan991at Duct - Lew Pleswe S and 0 -' 00 10 12 , :. ;. 1Sound lining TableT3 12.61 Table T1 4.98 360.59 319.87 1640 . Ro0atqu131 Dud . - __, _ - ' Low P9.t 5 and o u , " 216 12 ' • • 7 . . • 0 1 Saund La 7261273 ' 19.71 Total _. , .. 7.43 - 711.53 319.87 266 0 t ` ..` : • • 1.90 Dep E9pa •. ' , . . s and 6 • . .15 - 0 c '1 iatE - 1 So Lining : TableT4 - • 11.25 " - 7291672 ` - i - • • 9.69 -. 0.00 ,- 319.87 ' . 863 . . . r ..l;i9r;' :.!Iii npoi canair Y . - t. nPteswte ; • S'andf • 06 °� 0 - 1 1 Stwb LtrlLlg" Tala6T4 c • 12 • . 1 9 • 1 • - Talde72' - .,r 7 38 . _ L? . 00 , i , • 1027 . 54 r 70.0 ; = ^. 11i 0op E9 o.. .. • , - Low Presslae .. S and D tli ` '" to ' o - • 1 s o u nd LiNrq • T abkt i _ 22.1 , T a deT2 _. 16.38 0.00 ' 614.83 125.0 2••.+12 ReOan9 Duel - . - : • . } ' . ' Lou Pla0FUe SandD 13l ' 16 6 .0' 1 Sand Lln Ta6kT3 , . - . 10 :... T1 4 402.72' 0 15 _ , ReaNglt W Dun - Low Pressure 5 and 0 - 44 32 . 12 - 11 Saute ' 1 sat lo Taman 7.70 TameT1 3:13 257.09 ' - 0.00' 152.0 .. 90 Dcp Etc t Lar P2aslac' - • S anal D 41 . '. -3z . .. 0 1 9 Sad lining - 72ble74 - 4.46 T691672: - 4,50 0.00 161.30 - 63,3 90 Deg E62:w- - - Low Plenum Sad 0 42 . 32 . 0 . 1 _ 1 Sound Lining 1 1674 4.46 Tab12T2 . . 4.50 0.00 161.30 63.3 • . Redaequlr 090 - - Low 19222221 S and O 04 -' 32 16 - '. 0 1 Sound Wing - TableT3 ' .. 1026 7201611 4,16 • 342.79 0,00 2027 1- . 90 Deg Stew Low Plassur9 S and o 41 - . 32 • o - t 1 Sound Lining Taman 4.46 TabIOT2 4.50 0.00 161.30 63.3 t Re0ang934 .. Low Ptczaac' 5 23E r. - ' l6• 32 ' 13 ' 0 ' 1 Sound Lining TableT3 8.34 - labteT 1 . 3:39 278.52 0.00 1641 .90099 E102w Low Plesule 5 and D. _ 44 32 o -: 1 1 Sound Wirq Ta616Ttl 4.46 T.b.T2 4.50. 0.00 161.30 63.3 ...._.._•_ _ ,,.-y • , 90 Deg Elbaw Lai Pressure O and D . 70 . 26 - .0 1 . 1 Sauna Lituq 7281 10.17 . 79696 . . : 8.80 0.00 _ 326.20 81.7 a6d.gws D lc t Low Preswo 5 and 5 70 . 26 0 . 0 1 Sound Limn . Tablen . 5.68 . Tablet . 2.55 264.60 0.00 98 0 {a•:.gooegEton tov Pm6s1te sandD. 70 :. 46 o t T SamsLltdnp 720074 1 57 apse p , .0.00 475.41 983 s a:.1 Kv..a..'•.- 1 a•t. ri r• +�sT Tt n• 11l_�1':'`.'j`x..,.._.: u L Lrrgt6,e 3 • f $ j,s i o a Preaswm s and o 70 aD ..e o 1 sound n nfi 7 ob2a , a • t 7 tilsTl 3 . 772 4 3- r - •.a.7L ? 1 ' . w 7 .. ..a2 - L: ✓" ...�..:::: -- • Y 28 Ta 05 3 0:00 lie .° ' r X ^z� %c!c' � =sir' �- a .e °'', • � . . . yc; �at�ncw■oluu inaPCSaue„ � §rdo � �`, � 1x 7 0 +sow�eLnanu � ' ns61;i3 _ 971. ea64T1.-. 7 4 3 . • ..•71 53 "' 0.00" 266.0 • • • I 1 14 \ I g _ p 1 -141s I s - i 141. 5/40 5 r',5• P• 5 ! A "3 t.cT Std R - o,-.) c7. 0 a La S. t trjfTS t4ILL t T7Vfej I I La 4 X 3)- 0(.01 0 A) t~14 s 1 3.Q AS. © 1.4 Lbsl (An.10 /4...4 71J L S oirn t 9 ° S',.., pp 0 fa a 1 l6 i . --- 1...7 s 3y a• I-a3 5“ ?Po 2rs,0 arA - oc- 3 u ,J isrrz.,n L/8u i.+ 1.6 . NC-7 11 GA4 tyX CAtZ e A- Luaw 0 F �•tY y -bsrr_ nil ')7 rca/r . . v o • tL 4x3 L i `SQL. 90 W no ).30 t.as -.r 1 g , ,I Sv9 f0 TED o Fr= ot 3 u A , : ,rear5 wT 7 a5 - 7. n9 1.6 4$ " + '0 J e"Srii eg, LO55 54.4p po; -Tio cc; or A CAP arit ,E op. $$4L63 4 L T)TRJr5 Lib` 14 L F.°+vrN 2- t`riCS 'rrwT c i PAa Ls 0 .c nsi-45 2p-cm. v #' Typs0guo,srur A- l'-' 1 s)4' Y p c p - A Lr14R. •R © 0SE1a o 3/,5 is t 114 LJ Pr'!D. w tf i C.4 r 3 CA- P■461-6 0 F (a 10 L SS. A 14. Thl/r,0 90 (,✓45 k. t s t..d) ca,,; iv - OF 7 • Pftet,01.- " " r- Prl(� • F ( a � �F 4 r. cc-Avows t,sf.o m S�Puys C-7 ? ?a fly cAnw>r� �.f 4 - 9r , 0t e, )•. � 5� piNg�, tv • • F R Ov JOB NAME: ' ROBERT LLOYD SHEET METAL, INC. 4485 INDEPENDENCE HWY. DATE: ✓ / o - ri 6. L,3a.„�a.v P.O. BOX 307 PREPARED BY: INDEPENDENCE, OREGON 97351 Steve Bums and John Uoyd 503 838 - 3863 FAX 503 SHEET NO: . . • iLAPVIE* ...:- ) . t - 0'2 . vp 71:3 7 6 1 .. - 1 - 7 - : —.\ th. , Milmminw . I , I 1 I t. 1. \ / 1. 1 , . Ns\ .• NI Finn Nn . • Lori, 3424, . o 2.4s . , 0- , kluv.to (.4,) 741, 0 p.i-srle4 \ 74 3 L a c - 4 . - - n w s c _ A p A - C : i L . 6 og - 7 0 b a L-6.-• P A - ' b 1)6+ e r t.or f , s'? 0 . go I-4. p- : 589 4 -1n s P-e-k pkA.Nyti-Loz,Alitml ,.... ,),.) ; snw r P L I Lo L- 774 go" CAPA43a...6" og: P _ P r (- w - -,7-7 0-,- I P g`i" 7)A Lei? 4 40<-hi. X TyPE: or uotTer..07" US■ : P - ) I s / 6 1 I TYPE. Or - tikx,c4/7 vs 0 2 1 43 r‘ e i Al L. Caa-TID 7- 1 cA-P. 0 p 4+ / 0 24 3 Vs #.14,..I.TY-fav Ap •-..)Ars 4.,..s E. O Ch,) '1 ox. 7 148c)4.4 1,- 07c-A- R../ ft - 1 - .)4 - : • r ali‘rrt -pi p ti-ss:, •• < C-77, B Vs c_P,eA6L.a_ qc...1:: Z-io' cla Pil°, + 5 - . L." a t 4 - 4 I . t...).s...76-y-Ts cpw -at. . ...3 7 4 2 e .7% .oiNtp, # svg A 3 0 : 1- : 1 . c 44 ' t-I 1 mpar -1-11. pr-T-F104.;- 6 p2.3GLA•fil • , . . . • , • - 1. . :. , •,,'•:?: 03 . .. i i -• , Pr 1,.._.• . .0R • ' - 01 R, S • JOB NAME: ROBERT LLOYD SHEET METAL, INC. 4485'1NDEPENDENCE HWY. I DATE: • P.O. BOX 307 ARED BY: INDEPENDENCE, OREGON 97351 • PREP Stave Bums and John Uerd 503-838-3863 FAX 503-838-3964 ;SHEET NO: • — - — -- - -- • 1 1 N) -cool_ v7to 0 F 0 ,...---- ----_---...--. , 14:1"x )3 i 1 -",......... ....'" .."'.. ■.,._. • ..•‘".- 0 --- 0 ■ / . /0 I • - 0 / 4 — -1 1.: //' --.....- H i 1;4, I I, A.7 vrtz--r • ,i. - 1 ‘ 1 11 fp 1 L r: ,.. 7.2" .,•,, 41 •., kJ.) 7 d 7.--- 9e4 , 10 1'7, ES 1:-Ls - re 4 r AT / \ u- nd L 7 ri LA iv r 57-16r 1 1 j-juva 0 (.4 43 15 8 1-r4 w / / l /o''' G if tif: 64, 9: .1) z.,4<- 577 r` -fe.-. • 4- -71 o 0 96, " Zag 0 0 4 -02;2. ec / ;0.4 I. aA.c. 64 41 a 133 • i i 7777-021, c_flpf+c.: /....54-0 dr / '3.23 Lips 7z or 0-NJ 'ynter v s.Vo : /4 - ) 2-0 1 il &'C0 - '3 /, 1 7-.. /14 c... -z- 1....n-h ii 171 ,a-7 .41 1 C Pi 41 c. 't • / bt,Sr • 9 PROt Sgpre" C.Z.-:Nen a MN g b .ss. .:' i L L 1 - 0 E - , f 1 th a r ' . 1 C o ,- -. 1 -- 1 1--,QL-_..,•,C--4•-•.- . • 0 - c • - : 4 4' • S • - fc . cP 0 /0 • N c0 • • • • OB NAME • ROBERT LLOYD SHEET METAL, INC. J 4485INDEPENDENCE HWY. DATE: • P.O. BOX 307 3 ) _TCG-ilai-g.b 1.- igrzArey PARED BY: INDEPENDENCE, OREGON 97351 PRE SHEET NO. 503-830.3863 FAX 503-838-396-1 I Steve Bums and John Uoyd . . . . ') • ; * , . , , • ) E ) -; ..........--- 1.6,01,0 • 4- CA,Pr o4 IS) of lota.Y1 40 `-',./ 64 I. 9! 1 H k) tl L.41 j 3 u P:obitza Q 7 ..)` 1-. 6.J 1 C4c, Pr it 4..fr 0 f. 673 ? t■ iij # or" hVold ("X 1 2- L ,..... 1 1 I li * . . --- 1A- 41/08•11/1.111111 , - Or . / _ ` k,.) A 57) ir-k 14.r 2.07- Pri A L-', 6 9a 4 LA ., A C APACAtY 'd'e 4 / LI / /.. 1 Pl.. . a. srrivr ... a .......-...,411■•••••••••••..... ) % 1 ) ) : . I iir•••••••••••••••••••••'.4. \ ) • 1 .............-..-...........•■• 1 I •) t , . 3 1/4.1 ...7.1.-r4,.. 4/ 4 1 4..,4 - 94 1 ti.As - a ra,r-6) La r - 7 /). 6" 3 7)4..i 1 .„ 4. .. „) ,,,,, ,.. h.,,, q (i 0 . Z5r2.4 - r, .1..4.. r-/4 /4-' I ' fr ,2v.4.1 / z_g4.Ary‹.45 '5.) DP-Tf• ,-,0...0 7 5 f 1 i-d 0 5 c ApAiste , ..-. 4 a' eV 1 • - .. • , •S° # J : .''' ....1 ' - • 44., •i i• 4::t • 11.4411 • e• . +4b,cer -rs 0 r- Ati...7figo.415 vsx.c.ir. - 3/5. h .7i,vc- c.o-rx Latirc-N i ci.)/Wq_., ' 4 . C ' . 1 1 l'-' 4 : CIP-4“.748..- • ',. li. .:" •.. ,;;;; .,_ . . :4% i kARY 9; ‘ 0 .. ,4-ct.1 • N k 0 - s l t .- • , 7 0 r ci,u , - / -- 1-/T -- )w " I " 71 2,-rrei., Cc_ AcrIP 5 U Sc./) Z '50-P it nwr• C B Vp ci-/- c.,',:. .5-C 7c-x) 4 -Q3 42.A-.J4- • . OB NAME ROBERT LLOYD SHEET METAL, INC. 4485 INDEPENDENCE HWY. DATE: - P.O. BOX 307 , . , INDEPENDENCE, OREGON 97351 • - REPARED BY: • . . Bums and John UnYd 503-838-3863 FAX 503-838-3%4 SHEET NO: _____. „ ... ____,. ,,,,,, _ _ , . .. _____ .._ ______ _ . • ,,_,..,......._... _ __ ..__ Sliper5 ' SECTION 5 Beam Clamps (Series 500/700) Beam Clamps for Hanging Rod M -777 M-778 Junior Top Beam C -Clamp Top Beam C -Clamp = Standard Finishes - GoldGaly brand or Black (B) Standard Finishes - GoldGaly brand or Black (B) Malleable Iron. Malleable Iron Provides clamping under roof installations with bar joist Provides clamping under roof installations with bar joist od size. type construction. Max. joist thickness 518.° Order by Prod. #, rod construction. 1:`t' Order by Prod. #, rod size. ,,. Rod Design Size WtJC Load Rod Design A lbs. lbs. (f --- Size WtJC Load : F:-:. 3/8 31 350 A lbs. lbs. 1/2 45 470 3/4 3/8 53 400 , + 4 5/8 62 550 1/2 55 500 11/4 3/4 77 700 $ 5/8 70 850 — 7/8 65 1000 3/4 87 900 o. a a iJ• - �� "% A–►Jf, -...+- — - -- C -777, •(--- Steel Top Beam Clamp W �., . ':.. C -778 , ?;';' Steel Wide JawTop Beam Clamp E Standard Finish - Black (B) or GoldGaly brand = c 1 �+ -- � T`. is —�— _ I ...r.,-,- Rod Design ' Size Pipe WtJC Load R i ". Prod. 4 A Size B C D E F lbs. lbs. : Ti. C- 777 -3/8 3/8 1/2 - 4 1-3/16 3/4 1 1 7/16 1 28 900 " "° I �,. C- 777 -1/2 1/2 5 - 8 1-1/2 3/4 9/16 1 -1/4 55 2430 ) 'R C-778-3/8 3/8 1/2 - 4 1-3/16 1-1/4 1 7/16 1 32 900 ° '• 4 C- 778 -1/2 1/2 5 -8 1 -1/2 1.1/4 1 9/16 1 -1/4 61 2430 • -w l "Sr I ` - Beam Clamps for Mounting Pipe ana Conduit - - - --- tt* U -571, U -572 :'' ;. . Conduit Clamp Conduit Max. Flange Dim WtJC :,' I_: Standard Finish - GoldGa/v brand Prod. # Slze Thickness A lbs. Y j a. U -571 1/2 1 1 -3/4 36 `ff 6 U -571 3/4 3/4 1 -3/4 36 F U -571 1 1/2 1 -3/4 36 I! • U- 572 314 1 -1/2 2 -1/2 59 I For attaching 1/2 thru 1.1/2" conduit U -572 1 1 -1/4 2 -1/2 59 , 1 _� T'; to beam. channel, angle or column. U -572 1 -1/4 1 2 -1/2 59 4 Its I Secures conduit to the support U -572 1 -1/2 5/8 2 -1/2 59 , '; I parallel or al right angles to it. L ..... Wt. /C 38 lbs. °.i (- 1; 5/16 set screw 1F ' [ [ 12 ga. material rit ‘......../ 0:- if • 34 Standard Finish - Gold GalviN brand . . . • . - Supoisi g° Threaded Products & Hardware (Series 100) SECTION 2 ; ,, Nuts & Bolts � E -149 E -120 - 1 E -142 •-- B Hex Head Cap Screw Slotted Hex Indented Li WtJC Head Machine Screw Size lbs. WtJC 1 /4x1 1 74 I �.' Si ze lbs. A 1/4x1.112 2.43 114x314 1.40 3/8x'1 4.17 1/4x1 ' .70 ;,.".'e- 4 5/16x1.1:4 :3.40 Design 3/8x1.112 5.64 3/8x1 -1 /4 5.3U 1/2x15/16 8.94 WIJC Load :�•; 1:2x1 -1/2 10.00 i Prod. # A B lbs. lbs. :_ E- 120 -2/8 1 -3/8 3/8 15 1000 .�.z r—; E- 120 -1/2 1-1/2 1/2 - 25 1800 See Price Sheet For Additional Sizes '�'� E -130 E -131 �` B E -122 k e y . B . A A 1111 1111 A Design Design Desi ®0 WtJC Load Ill W tJC Load Wt. /C Load Prod. # A B lbs. lbs. Prod. # A B lbs. lbs. Prod. # A 8 lbs. lbs. E- 122 -3/8 1 -3 /8 3/8 28 1000 E- 130 -3/8 1 -3/8 318 23 1000 E- 131 -3/8 1-3/8 3/8 25 1000 E- 122 -17 1-1/2 1/2 48 1800 E - 130 - 1/2 1 - /2 1/2 28 1 800 E-131-1/2 1 -1/2 1/2 52 1800 E -151 -D ES -142 • E - 150 - Wood Screw Drive Siesmic Stiffner Nut Lag Bolt Prod. # Bolt WtJC A & size Dia. lbs. ,. ��� ES•142 -1 /2x1.112 1t2 21 •: ` 't I- - B - +� Seismic bracing rod * i `_ I �I stiffener connector. See Seismic Bulletins for additional Screw Size 3 18 1/2 Size A Length B Max. R ec. Load information. ' Drill Size 1/4 11/32 16 2' 100 Threaded Rod E -151 H -104 & R Series Rod Coach Screw Rod Hanger Rod Black available upon request. Continuous Threaded Black available upon request. i111111I11111111111111111111 • • Standard lengths 6 ft., 10 ft., and 12 ft. i Machine Threaded opposite end. carbon steel. Order by Prod. #. rod, size and rod length. NATIONAL COARSE THREAD hreads lbs./ Design Load Size per inch 100 ft. lbs. STANDARD THREADED LENGTHS 114 20 12.5 150 — 3/8 16 29 610 (Inches) 112 13 53.5 1130 Standard 5/8 11 85 1810 123 2710 Rod Rod Lengths 3,4 10 130 27 j 3i8 a. 6, 8. 10. 12. '18 214 a960 1;2 4,6,8.10 J Standard Finish GoidGalv brand • SrrperSfrvit SECTION 10 Metal Framing Engineering Data & Specifications 1" 4 Design Data - Metal Framing Channel . TABLE 3 continued SINGLE CHANNEL DOUBLE CHANNEL (Single Channels welded back - to-back) Maximum 1/180 1/360 Maximum 1/180 1/360 Uniform Span Span Col. Uniform Span Span Col. Prod. # Depth Ga. Load Defl. Load Dell. Load Defl. Load Prod. # Depth Ga. Load Dell. Load Defl. Load Defl. Load 12' BEAM OR COLUMN '. -- ►A -1200 1 -5/8 12 3,534 .014 .067 .033 10,533 A -1202 3 -1/4 12 .008 .067 .033 21,177 B-1200 13/16 12 1.050 .026 .067 .033 6,683 B-1202 1 -5/8 12 3,016 .016 .067 .033 14,110 C-1200 1 -3/8 12 2,584 .016 .067 .033 9,345 C-1202 2 -3/4 12 .010 .067 .033 18,990 . E -1200 2 -7/16 12 6,650 .010 .067 .033 13,830 E -1202 4 -7/8 12 .005 .067 .033 27,623 H -1200 3 -1/4 12 10,583 .008 .067 .033 17,106 H -1202 6 -1/2 12 .004 .067 .033 34,210 'Si: A -1400 1 -5/8 14 2,434 .015 .067 .033 7,575 A -1402 3 -1/4 14 .008 .067 .033 15,250 6.1400 13/16 14 850 .028 .067 .033 4,950 81402 1-5/8 14 2,300 .016 .067 .033 10,390 • ti 18' BEAM OR COLUMN A -1200 1 -5/8 12 2,355 .033 .100 .050 10,2100 A -1202 3 -1/4 12 .018 .100 .050 20,609 8.1200 13/16 12 700 .059 .100 .050 6,058 6-1202 1 -5/8 12 2,011 .036 .100 .050 13,440 C -1200 1 -3/8 12 1,723 .038 .100 .050 8,970 C -1202 2 -3/4 12 4,811 .021 .100 .050 18,470 E -1200 2 -7/16 12 4,434 .023 .100 .050 13.482 E -1202 4 -7/8 12 .013 .100 .050 16,926 . H-1200 3-1/4 12 7,055 .016 .100 .050 16,693 141202 6-1/2 12 .009 .100 .050 33,390 I A -1400 1 -5/8 14 1,623 .031 .100 .050 7,334 A -1402 3 -1/4 14 .018 .100 .050 14,867 8-1400 13/16 14 566 .063 .100 453 .050 4,150 B-1402 1 -5/8 14 1,534 .036 .100 .050 9,910 24' BEAM OR COLUMN A -1200 1 -5/8 12 1,766 .058 .133 .067 9,842 A -1202 3-1/4 12 4,858 .031 .133 .067 19,974 6-1200 13/16 12 525 .105 .133 333 .067 5,315 8-1202 1 -5/8 12 1,509 .064 .133 .067 12,670 C -1200 1 -3/8 12 1,291 .066 .133 .067 8,545 C -1202 2-3/4 12 3,609 .038 .133 .067 17,890 E -1200 2 -7/16 12 3,325 .039 .133 .067 13,082 E -1202 4 -7/8 12 .021 .133 .067 26,143 1-1-1200 3-1/4 12 5,291 .030 .133 .067 16,277 11-1202 6 -1/2 12 .016 .133 .067 32,435 A -1400 1.5/8 14 1,216 .056 .133 .067 7,058 A -1402 3-1/4 14 3,425 .033 .133 .067 14,426 6 -1400 13/16 14 425 .110 .133 258.067 4,000 6-1402 1 -5/8 14 1,150 .064 .133 .067 9,350 30' BEAM OR COLUMN A -1202 3 -1/4 12 3,886 .049 .167 .083 19,261 : - �� A -1200 1 -5/8. 12 1,414 .089 .167 .083 9,419 ,:: • 6-1200 13/16 12" 420 .164 .167 266.083 4,465 B -1202 1 -5/8 12 1,206 .100 .167 .083 11,803 ?_i� C -1202 2 -3/4 12 2,886 .059 .167 .083 17,230 . . . C-1200 1-3/8 12 1,034 .104 1.67 1,040 .083 8,060 '•_ E- 1202 4-7/8 12 7,806 .034 .167 .083 25,259: • . '•; '= E -1200 2 -7/16 12 2,660 .063 .167 .083 12,640 �, t= H- 1200 3-1/4 12 4,234 .046 .167 .083 15,698 11-1202 6 -1/2 12 .025 .167 .083 31,395• - f,.' A-1400 1 -5/8 14 974 .088 .167 .083 6,753 A -1402 3 -1/4 14 2,740 .050 .167 .083 13,937.., ;; *. e B-1400 13/16 14 340 .172 .167 165 .083 3,420 8 -1402 1 -5/8 14 920 .100 .167 .083 8,730.' "- . if , ( r When no numbers are shown, use the maximum uniform load. `'- Deflections are given in Inches; loads in lbs. 104 4,` _ 1 :` Siuperstnrir vi Metal Framing Engineering Data & Specifications SECTION 10 Design Data - Metal Framing Channel 4. TABLE 3 continued o SINGLE CHANNEL DOUBLE CHANNEL (Single Channels welded back - to-back) Maximum 1/180 1/360 Maximum 1/180 1/360 Uniform Span Span Col. Uniform Span Span Col. Prod. 4 Depth Ga. Load Dell. Load Dell. Load Defl. Load Prod. 4 Depth Ga. Load Dell. Load Dell. Load Dell. Load 36' BEAM OR COLUMN • ' A -1200 1 -5/8 12 1,178 .129 .200 917.100 8,962 A -1202 3 -1/4 12 3,239 .071 .200 ..100 18,470 6 -1200 13/16 12 350 .236 .200 148.100 3,498 B -1202 1-5/8 12 1,005 .144 .200 702.100 10,840 :e': C -1200 1 -3/8 12 861 .149 .200 578.100 7,525 C -1202 2-3/4 12 2,400 .085 .200 .100 16,500 E -1200 2 -7/16 12 2,216 .088 .200 .100 12,160 E- 1202 4-7/8 12 6,505 .048 .200 .100 24,316 ax t H- 1200 3-1/4 12 3,528 .068 .200 .100 15,132 H -1202 6 -1/2 12 .036 .200 .100 30,265 .ti A -1400 1-5/8 14 811 .126 .200 640.100 6,416 A -1402 3 -1/4 14 2,284 .071 .200 .100 13,416 8-1400 13/16 14 284 .248 .200 115.100 2,755 B -1402 1 -5/8 1 4 766 .144 .200 535.100 8,050 ,•% 42' BEAM OR COLUMN 'M ST ,•••-....!.. — A -1200 1 -5/8 12 1,010 .175 .233 674.117 8,466 A -1202 3 -1/4 12 2,776 .098 .233 .117 17,635 %� , - B -1200 13/16 12 300 .323 217 .233 109 .117 2,579 B -1202 1 - 5/8 12 863 .195 .233 516 .117 9,790 C -1200 1 -3/8 12 738, .203 .233 425 .117 6,945 C -1202 2 -3/4 12 2,063 .115 .233 .117 15,730 E -1200 2 -7/16 12 1,900 .120 233 .117 11,698 E- 1202 4-7/8 12 5,576 .065 233 .117 23272 11- 1200 3-1/4 12 3,024 .091 .233 .117 14,514 H -1202 6 -1/2 12 .049 .233 .117 29,025 A -1400 1 -5/8 14 695 .160 .233 470.117 6,051 A -1402 3 -1/4 14 1,958 .225 .233 .117 12,832 °? 8 -1400 13/16 14 243 .336 168 .233 84.117 2,060 B -1402 1 -5/8 14 658 .195 .233 393.117 7,300 ' ,", " 48• BEAM OR COLUMN ' . %. ,. — A - 1200 1.5/8 12 884 228 267 516.133 7,943 A -1202 3 -1/4 12 2,429 .128 267 .133 16,730 a 8-1200 13/16 12 263 .420 167 .267 83.133 1,981 6-1202 1-5/8 12 754 .255 .267 395.133 8,640 C -1200 1 -3/8 12 646 .265 .267 325.133 6,325 C -1202 2 -3/4 12 1,804 .151 .267 .133 14,890 E -1200 2 -7/16 12 1,663 .156 .267 .133 11,092 E -1202 4 -7/8 12 4,879 .085 .267 .133 22,170 11- 1200 3-1/4 12 2,646 .120 267 .133 13,850 H- 1202 6-1/2 12 .064 267 .133 27,700 ' '..; ':, A -1400 1 - 5/8 14 609 .120 .267 360 .133 5,658 A -1402 3 -1/4 14 1.713 .128 .267 .133 12,223 8-1400 13/16 14 213 .440 129 267 64.133 1,580 B -1402 1 -5/8 14 575 .255 .267 301 .133 6,480 ;; . 54' BEAM OR COLUMN s;,.; A-1200 '1 -6/‘ '12 • f 785 289 .300 408 .150 7,369 A- 1202 3-1/4 12 2,159 .161 .300 .150 15,763 r, - 8-1200 13/1% 12 234 .533 132 .300 66.150 1,555 13-1202 1 -5/8 12 670 .323 .300 312.150 7,405 C -1200 1 =3/8 12 574 .335 .300 257.150 5,650 C -1202 2 -3/4 12 1,604 .190 .300 1,263 .150 13,990 " : E -1200 2 -7/16 12 1,478 .198 .300 1,123 .150 10,505 E -1202 4 -7/8 12 4,338 .108 .300 .150 20,980 < H- 1200 3-1/4 12 2,351 .151 .300 .150 13,150 H -1202 6 -1/2 12 7,149 .081 .300 .150 16,280 A -1400 1.5/8 14 541 .286 .300 284.150 5,241 A -1402 3 -1/4 14 1,523 .161 .300 .150 11,566 8 -1400 13/16 14 189 .556 102 .300 51 .150 1,250 B -1402 1 -5/8 14 511 .323 .300 238.150 5,580 d. 'r,. ( When no numbers are shown, use the maximum uniform load. - - Deflections are given In Inches; loads In lbs. :•. 105 106 .f . ;