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16200 SW PACIFIC HIGHWAY-33
- - - -,-MOFFATT, NICHOL & BONNEY, INC . - EfjVGINEERG - .-- o.aEct' .40- ► P� - ,fit T�...1 PAGE: t JOB ova. '27� -__. - +�..... r.. - .rte. • ---- w-. SY ` - - I)A 1E-:, � L4L . = 40 1'�I+_ W l til t-2 LO-,*-� -!;70 b• (.P� �..� �) . Q FBF . C I N C.w #:2 f&4 CTp-d-4 u a�W --t.wt�� ,int. 14' 1 o l •i W = �o las F C ►� � � = .odd �r� _ M'c'�-T = wJQLl2 = 000 ( P� �? 2 = I91soo o x t 3 tf 2 V. Te-Y tot,.l 201 - �, . ._f3'•� � ____ _ �,, _ - � b• ��-eoo C�,t - i vOs 17 �...-.; / , I�1. 2. t� �1•�7 l I �` ' L Ll. tF or /619 = 4co. to c►.1ZYL�i'1 �, �, -�v,,,�T.� �ooC I�� � /.�ot,�Q C 1 �1 �� a ►�'2 t� •i . Sy— ,0- `� _ V1 , 11 tN� .li olio 0 oli � I � Flo 0 o ISL i 1 1I1 1 1 0 � l 0 1 1 � 1 1 1 I � I f 1 1 ` I Itillt 11ttaiII1 I ojI ,� Ii1l iI1I 0 o 11t1 �1 1 I I I ! I 1 1 0 1 l i i � 11III { � I1o 1 0 0 0 0 � 1110 1 0 0 { 0Ifl) o i { 111o o t � 11o IIIi { IIiiIIt -� tl � { � I1 3 4 ► 1 NOTE : IF THIS MICROFILMED �•- 2 5 6 7 8 9 io � 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING OE 6Z 8Z LZ 9Z SZ bZ EZ zZ-.._ . IZ 0z 61 Si LI 91 51 ip1 EI ?, 1 11 01 6 a L 9 9 tr E Z 1 �"'_�'' ' I . 011111 Jill 1111 loll 10000l1iiiloio�louolDoulol11I1111�IIIIII1ffI1� N 1 �l�11.I�Illtlll�1111�1111..�1li�liJllilli�ff+o�iil�Nf�1�.I.ilullull).�ll�jt ��liill�iliil111lLlI101flil�ilfillUllffl101�ll,�,Illi >l�l! a{»f I�ufl��l���it ��w�tl�uu �luul�iu�:ul�uulut� ' PRI 26 1990 : A - �""oMriui��•" ._ _- -._ - _. _ .... .:. --"-�- ;,.�wnr�o.....,i,.�, ._..Y.,.,.: •y,i„ arra-.,u.,r.w• ...._.,_ .. _.__.. _. _. _.. .._. A. r.w..--an. -••.,.�.w.wh .. .15r a1 _ !x *S '... .. .. ^,�. " .. gumbo--*rt—r��.M.r .�...++�M�+r+►..� N 'TABLE NO. ZZ-C,I K 9T A--AL10WABLE UNIT S MESSES FOR STRUCTURAL GLUED-LAMMIATED 11MBER FOR NORMAL LOADING DURATION' 23 4 _ IM�1111bsrs stre* d prlMdpalfy In banding wkh$ood appllsd parpendkulw to the wlds faces of tho laminations 86MANG ABOUT B-X A X - -- fE1af0 ria0tn T-Y race i rw.Prwaw4icer to ww.ho«+1111 v is we FM d R t�11wiw.rny taerhwiaa MECIES x -x I '-- AldAl1T LOADED OUTER 1 cowaA- tAAW TON wT1ow v R L /1 M4 E>rreaw fir W-1111 v+� ►rrpry�� - TOM rIsa�raln s llada�d flea► w "MMI. (weft Ta"ien Emeww a"AW♦ Tema C XAM "w w" M11�Ain d fir h Nw rtM111 MooAh"d pe ►ee a erbn +►1111 411 fbg*Nd k fbeaee/h Ihmr � Mn�drMo fG� fhwn e�ioA ere EYaIIr it/ he t:nh M Grvin EtwalkitT Twullwar Twkdsny w11rr� .wt w w w w _w 10460 w w w w fbd) 01 W Pei w t I#$Mi 1 2 2 4 1 7 1 ! 12 12 14 16 14 C z 511 !6F•VI Df/WW 385011 3=p 14019 1.3 950 140 00 63 I.I 675 973 1.1 16F-V2 WHIP 38310 24510 155 1.4 1250 145 133 70 1.3 175 1300 1.3 ; 100 16F-V3 DF/DF 1600 3115119 313+ 163 I.5 1450 385 145 73 1.3 950 1330 1.3 C 16F'V8 Of5/DF� 395 335 1 165 1.2 1200 333 143 73 1.1 l2S 1350 11 I C The h110 combkwlnom an inlerwled for Z 11g avMgAt ar eiightfy twnberad�wuwba.s for dry u«ane Y+svaerld appaerr�ce.�� 16F-V4 DFiN3WW 450 38311 90101 1.5 900 190 IN 65 1.3 650 600 1.3 Q F 16F-V5 DF413DF 1 600 100 450 3130 901! 1.6 1000 270 133 fi I.S 750 875 I.3 Q D m T1w foliowh,g two oo11wbbuldom we betanced and we 4M«.a.e f«flMld rs oonwr.ow e.cansM.v«od o.e.«.ppono r.d p.ovldo - -� MW cepaufy in bon,poektwl and wgeb b muft 16F-V6 DF/DF 39511• 38511 165 1.3 14 in 335 143 75 1 4 950 1550 �1.s m 1600 1600 v 16F-V7 HF/Hi 24310 24510 155 1.4 1200 245 133 >V 1.) 830 1350 I3 a 20E-VI OH1VW 430 )85+ 1401+ 1.4 1000 190130 OS 1.2 750 1000 1.2 a O 311510 24510 ISS 1.3 1200 243 135 70 1.4 9% 1350 1.4 20F-V3 DF/DF 21700 1000 430 38510 165 1.6 1450 3113 143 73 1.3 1000 1550 1.5 20F-V4 DF/DF 41011+ 38510 163 1.6 1450 385 145 75 1.6 1000 1330 1 6 20F-V10 DPW 430 385 155 1.5 I)M 243 133 70 14 9110 1500 2DF-VII DF&M )9S 335 165 I.J 1400 335 145 75 I I 900 1400 I T111a k111km6 two con11*wWom are k110wvdedfor WaigMi or ail�9"cwr*Aw"pmldm $w dry wu and kidwebial appowwnoa.tt 20F-V5 DFIRAW 450 �395 X510 4011 n 1.6 1000 190 135 70 1 J 150 125 1.3 F,Mf.V6 DF/M 3DF 2000 1000 43010 9011 1 6 1000 270 135 70 1 .5 715 900 I S The fefleaA"www cew10M11adone are bafanme l and are lnlerded for w w**M aonunwwe or Candievrrae over eupporb OW provide e*W capedtr in both poaltlw and negative bending. 20F•V7 DF(M 450 430 165 1.6 1430383 145 73 1.6 1000 1600 1.6 w" 0M300JIM 6101111+ 410110 146 1.7 1430 f 393 NS TS 1.6 1000 141M 1.6 70F-V'13'150 3113o 1133 13 11400245 133 70 . 1.4 173 -- 14W 11.4 22F•V I Df/1V1V 4311 11511 14019 I A 1050 190 130 65 1.3 150 1100 1 3 22F-V2 HFMF 34510 38510 155 _ 1 3 1230 245 133 70 1 4 950 1.50 1 4 22F-V3 Df/Df 12'DO 1100 430 3150 163 17 1450 3115 145 75 16 10% 1500 16 22F-V4 DF(DF 41011+ 385+ 165 17 1450 315 145 75 6 1000 1550 16 i?f•VIO DF/DfS 430 1113 163 1.61600 333 14:{ 7S I ) 1000 1400 13 The foNowing fwm conrrbb+ationa w krlwdee ler at►e 0d of Nighdlr crnbaree r awnbwe/or dry we end kxk#M W appewvnee.I l 22F-V5 DFN)WW 450 3458 90i11+ 1.6 1100 190 135 75 14 1100 725 14 22F•V6 Df/M3Df 1200 1100 450 'i5' X11 1.1 1250 270 135 7s I b 900 4623 1 6 N (Continued) !111 1 I 11 1 �1 1 • ! 1 1 1 1 1 1 1 1 ' 1 I I I T T I f t 11 1 1 + 1 1 '1 � � i � � 1II1� 11 { 1111� I � � � i � � � I � � � I � � � Ir � � I I 1 1 I 111 � 111111111it) I1 � 1I � I111I � II � ii � 111111t111III111111111111111IIIIIIIII111111 NOTE : IF THIS MICROFILMED I 2 3 4 7 9 1 DRAWING IS LESS CLEAR THAN 110 J2 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING t�E 6Z 82 L2 92 9Z bZ EZ Z,Z I OZ f 1 BI LI 91 GI til EI Z1 I I QI 6 ® L 9 9 111, E II Ifll 111111IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIINIii111111I1111I11III11��{NN111�1I1111�111!l9�L��1�.J,�111��.��,�,�.1�1��1!!!{1.1`1{1��l�Il� III III I III fill 1t1lttldljlll»Ialjut6dul� . ,�tlt Irk ulill�cJ� 1.1lII,11 1llJutt�wllllu�1111�1U1�.� ion �> q ra 1 j � TABLE NO, 2S-C-1 PART Ar-ALLOVVABLE UNIT STRESSES FOR STRUCTURAL GLUED-LAMINATED TIMBER FOR NORMAL LOADING DURATIONI 23"Contim od) N Mvigm s Weed prkx4piWty In bwWkV with Umd tltpplled perpendk W to the wkfe faces of the lemkm tkww _T 11OuDM ASOUT l x Asan ODOM A6WlR r-t AM ft W46�'E.o.. ~ r MSM f� Y r 1a1a1ad�t Iaatutyano we= A60AW LOAM core °�" >oM LAO 1 lrlrl w " T10w -- CW 1a►As.fbr M§«A*q C6000oaikln rW"FA*ti. u111010' f M Amin f •iwsr f•17 /W f►w mm- b"w!M %now" Loom arwo1► TwMan Lw 1 "WhIa w 11a6"M Air in Ha tm d 1018MIlasuku d isnMl � 00110"hffiIn apeand•rand In .1.w ow ohm, fe� Dead% 1141 ow plelf' SAW �.. E� b fCrWn t F. fn E!f R1 _ w w Iw fwl Iw a tet pet M6 fad pw 1114 Nl MI pl 1114111 r/ JL Maty armiod Vice tan Sa*cIe*-(Corttinued) Tfw folMlwirp lrroo oaw-&I --Hw-a 16%1 bwiwwv0 and an h*w K%d ler wwwvtara condnwwa or aantllayw•od ovor supporta and proylda aslual awac*y in bath pamid-o Mrd negedw boo WN C 22F-V7fDF 450 459 Ibs I I.1 I4S0 313 143 1S 1.6 1100 1630 1.6 Z ---� '11 22F-V1 DFfDF 1200 2100 41•;v 4104 9 163 1.7 1130 313 N'1* 73 1 6 1050 1650 1.6 0 22F-V9 HF4q 31310 315a ( 155 1.5 l230 243 IlS 10 1.1 113 1100 1.4 24F-VI DFrXW ISO 430+ 140 1.7 1230 190 I)G _ w 14 1000 000 14 C, 24F-V2 HFMF 31310 3131* 155 V5 1230 NS 133 70 1.4 930 1300 1.4 1=- 24F•V3 V(DF 2400 1200 450 3131 165 1.7 1500 315 143 75 1.6 1100 1600 1.6 C1 Z 24F•V4 DFIDF 130 430 165 1.1 1500 313 1 143 1 73 1.6 1150 1650 1.6 0 24F-VS DFMF450 430 133 1.7 1330 243 140 70 1.5 1100 1450 1.3 A 0 24F•VII DFAYS 430 313 165 1.1 1600 333 1, 145 75 1.4 1150 1790 1.4c v M 40 ca n,.lollo.w,q fano«�wbna nr.w.Mnd.a for.aas4sht o,.aa�llQhrly emb«.d nwmb..a br allay w�a a+1*tial..tr1.+.pp.►�rreeo..��_ C7 24F-V6 DF/N3WW 450 31St 90121• 1.7 1200 190 140 70 1.5 950 1G0 1.14 O 24F-V7 DFU DF 2400 1200 440 31St 9011 � -1.7 1230 270 135 70 1.6 900 950 1.6 Z The 60%0%14 p Mroo Val binallorr w+1*bMafrbad and rio Mbndad br arw�ow�ArMkM101a1a or mardlbvv ed o+wr supporta and gravida Mud aopw*y In bath poW*vo and swVW v 11 S' a ;4VA DF fDF _430 1511 IGS 1.8 1450 385 145 73 1.6 1100 1650 1.6 ;AF•%,'9 HF/HF 2100 2400 31514 31516 1115 1.5 1500 245 133 70 1.4 1000 1450 1.4 24F•V10 DFfHF 450 430 155 1.8 1400 245 140 70 16 1151 16M 16 16"1 0 m 01 11.367 O p3 0.�1T! 0.113 01 0.73 41a) E-ftaa.ed VMsstem Species 16F.E1 WW/WW 190#4 19014 14019 1.3 1030 190 1115 65 12 725 925 12 16F-E216 HFMF 1600 100 24511 24513, 155 1.4 12311 245 133 70 13 123 1200 13 16VE3 DFMF 31311 31511 165 1.6 iot]j '413 145 75 I ' 975 1601 r1.5 TA»bUowlrq hve oe- h-A No ab,s bMa I low g&Wgft ora1lgt0y cwnberod fnarnbars Wary U"and WwWob M appewwwa-11 16F-EA DF/N3WW 31517 31511 901219 11.6 900 190 130 63 13 675 6i5 1.3 16F•F3 DFfM3DF 16M 100 36511 36311 9012 1.6 !050 270 133 70 15 700 900 1.5 'Cho IeMawMy�a�swib4wtora tan bMalot+d owl am Mw•d.d fmawinaan ea+tlfwvlu M+oantllaarod ovor alxrppor�as and prevt,lM -- -� Mlw eap�p My in boM p,,MTl a and fw900M%WWWW _ 16F-b6 DPrDF 31511 395tS 165 1 t _1 -500 3N 14S 75 t S 1000 _1600 �- 1.3 1600 1600 16VE-116 HFMF 21311 24311 153 4 1250 243 133 70 13 130 1-1-500 13 I ?,'IF-EI WWAVW - 19014 19014 0,4019 1 6 11x0 190 1'S 65 1 3 11ou 100 1 3 IOf E11• 14FfHF Mw 1000 31311 31511 155 1 6 1400 243 133 70 1 4 9?5 15% 1 4 20F E3 DFI f L� 31311 31313 163 17 ISSO_ 311 IIS 7S 1 6 1050 1650 1.6 N (Continued) �e !illllltlllllellleel � lllllll ' i ! I IeIII � I � tll � elell � llt � clt � Ili� tlt ( i � l�lll � ! II � I �I � IIi � III � III � IIIjIIeIIIO � ! � l � e � I � llt � � Il � lllie� t � ele � I � III011ellll ' IIrIIII � Itl � , lellll � lel � llllitllllilr� l � rll I I 1 I .) k NOTE : IF THIS MICROFILMED ! 0 I I 12 DRAWING I5 LESS CLEAR THAN THIS NOTICE , IT IS DUE T'O 1HE QUALITY OF THE ORIGINAL DRAWING. OE 62 8Z LZ 9Z SZ bZ EZ Z;? IZ 02 61 BI L ! 91 til VI EI ZI 11 01 6 8 E 9 G b E Z �III�IIIi�IIII�IIII�IiI1�1�lIlIII1�1111�i11t�1111�111!`!11111��lUlIIIN��,a41I1111.1�lll,�„l ilu-1.11111061 11,111III11!IIIIIIIIIL�I�I(III,II�LI�I �i11LULL'+tlillllllIIIIIIiIUllll�lllfllH100UU�l � 1�lW Ii�11L' '' 1111111�U11 1��11l1�1111�i1��1111 APRI 1990 - ---� w. ...- ._..�_. .. .. _.,�;_..�.r..�...+r.._....--..r+rr.w�rr...r r,�„r.,+.. "^. -•«..-:_...---.•_...._�„�.+.w.�� .y..p ts.w.,a..-ter ,.a.. .rs...,:.�r.'••wry,..,... -.. t..y,.+ww.. .4 "�l"/r�4itA.► i,Ya' ,++.Y� .,.+►!1fW'�**."i".�+w_...,. ""��..+�ra'` .�&finM,r ^"�°°{'.• _, �laAc � I� r 61♦ MOFFATT, NICHOL & BONNEY, INC . - ENGINEERS PROJECT P*cN 14 P. "N at7 P-j E:'S �c9— _ _�_ PAGE. �— GjJOB NO. @Y DATE G�4c. '('`(PIS. t✓�wMN caw - ►.0 , I cy. �Z #�� (. I C ,' T U ppt To 1z- f�7f' Mit, i:oA r's ks7T apo('; Lx'&V 2 F� C ,,�� 1171 I C�s�.k- ��4 �� � V'-� �TI • P�u.ow3l.E_ Tb C� r� l L�?J c�j4-1 0 NCS PE.4 I o91 I -;_I'- "/ 2 ciiib Sc 2r-.- .......... - -. - ... � ._ �. r`��''.itl Ltii3Y'.1J•::f4k•���r7diTMl�1"yj�J�` 'vil - _ � � � ..*w '� .\ �...c. _ _. �Ilr rlE ter 11 � Ir1r rlr , r , r tttlrll 111 � 11f 111 � 111 , 1 �� 111 �1 I ) IIit�I I)lll11 ` illrl � l I � II111 11r � 111 Il � � rjc f) IIIII lil � lll 1 � 1� 111 � ltlrlr rlrlrlr r1rl � lr rlrlrll rlrlrll rlr tlr rlr r1t rrt ` 2 NOTE . IF THIS M ICROF I LMt D3 4 5 6 7 8 9 10 II 12 ►..,..:..L.r�..._�...____�._....�...,W.� ,�_ _ DRAWING IS LESS CLEAR THAN THIS NOTICE , IT T.S DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. of s2 82 12 92 SZ vz cZ ,ZZ_ IZ OZ 61 91 Li 91 s i b I E I a I 11 01 6 d t 9 S b E ?APRI 26 99 �►IIIIIIIIrrrrlrrtrlrrtrlrrrri�rrrlirrilriillrril�III11111111111�1�,��uN11.t�.1!'IILI�IIj�,)I�I�II�.I#1+1�I�U��tlt�l{ll�ll�slli11�111.�-��1��11_llllatl�l�{11)�i��1t1111111111111�I,ulIII1,�1111iIW�lul�ltl��• 1wl�.�wrilt1.U1111�JJll�ill1,�ul�lult�tl��,ltlltll��lulltUlllll' a 0 w.rw.r ••4/rw.►� _.;I',U. i i✓� ! ' '� �{;r G' ��>! ....rar..... _ ..'Cy.- --"• - - -•-- ..........+.-r..•. __..,r,,,,•� - _ ___ ..., ^.. - ^- M�I�.w.- .r..�+.ct' ,•rr,w. ,-,_..w......._........�..,..�++r», ,.. e. ,T.-,....- ..- _. ... ,.� -....�. <1�wc�r.a.... ... wr _ _ - .. r .�n^ ..._.....r„^.•^--- i, M,_ . 1 MOFFATT, NICHOL & BONNEY, INC . - ENGINEERS PROJECT Hf� rAA, t N��s�.�w — CAS, �,, PAGE. - -. JOB NO. - — BY DATE L.0 P"t> = 1 O r6PIF 4 zooms' ( 14th?/tj = xl00 14 J Rte. = 4100 / V,pop t� = I � a(0 I N � vtcz�� Pj" ?J" N E f R.l.-1 o.wl � Cat, 4 & _ W p4A c 4p I-A3l 1 c,4+ . ck.. 6o f-4 r.1 = CT 10 o� M�-1" To C�L.0 -LNM ; Wod t� 1� tiw W67 Usk ICU l.�� �•U.o t�pc I�P�L- 1�.Z_g_JE__LAj VPS Ers �Y (✓��, Mui.-'Iff�ltit_r_� - , 07 l.o (�c�► 1� VuS ToiNr� Muj_—n PLI F i;Q6 , v �. F � �;a�l'Ait 7i wa.. .t.l. - —... .. i.ni...«WAMasV«reaseJvinw......r.ry m.Me+wwrrxr... , • ' `..�a"o-u�a+l,�:: �.1�9is.lalWeil la0c.:•,'A,+..y. 'x:.a„:. s t ......�, rW.+---.i'.av •e. ,. ...” «..awwew.wa .,.--•-._- ..... � ;P .. , .�; 'Y41.S�'. 1 � ,� lo � o � �� i � o � � ilo � o oi � � � li olololr { rIrIIlrlrirlrlrllil � lll � rll � r7 � � rl� � l � l � l i �III � IIrli � rlllolliililolilllli � I � all � lll � t � rlr I � rlo � o i � rlr � l olololo o � o � i � o i � llr � o oprlolo oho � � o o� � ori NOTE : IF THIS MICROFILMED 2 _ 8 ib ! 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE 'TO THE QUALITY OF THE ORIGINAL DRAWING. � - QE 62 82 1.2 92 S2 t2 EZ 22 12 02 61 Q I L I 91 S I ib l E I 21 11 01 6 8 1 g 5 fo E 2APRI 26 s►iil�iiiiiiiol000ilooiolii�il000i�0000l000��oirrlrlrllltllllll! �111111�IIIl.�,SII!)II��I�II��u,�liltlillllll!IIIIl1_IIl!lIlII.LIILIIIl111�.t�lt��l.L�11,!!IIIIIIrlolllllllt,itt�llll�ltll�tt��llttl�jt o � ° ,o.�. � . 9 0 d ,... ..rrrrw•- .. 4 9� .w. ..._.�, ... ..•,�..,,,.,, 'xeew�...r�j�+•" 11�4�9Er7:dia.. .. .. r...�,.r........—.'Mw„�ws, .... ..._..... ._...,..... .,_..-.+,,,.,..... .• Bulletin #64-11 -09 CUROCO CUSTOM ROLLED CORRUGATED METALS CO. 086 Cleveland Avenue • Phone LA 6-7718 • Albany, California STANDARD HI TENSILE CEE & ZEE SECTIONS ° Properties and Load Tables _ TABLE I Nominal sa hoportin d FA Soctim urn DIMENSION - « Ef edme S■ At" Axh x•s Axis Y-y Ain 1►•1 Alis Freelud _ i,l sl p SizeCare t WL/rL C4o'L Coal G ti ti t'L Co-IL CM'L 1. I0.004 Is S` rx 1 y Sy ry Iy Sy ry r Run. Ixy f► - a0.000 Iw. No. 11L Lpa. 11.' Sa IL Is.4 lax 1& 1I.• ILI la. IR4 Ix.• 14 lin. Ia• oaf 12 x 3� 10 0.135 9.42 9.37 2.70 56,2 9.37 4.56 4.03 1.55 1.22 5.94 1.73 1.48 1.00 13.1 0.703 12 0.105 731 7.22 2.10 43.5 7.31 4.57 3.09 1.18 121 4.54 1.31 1.47 1 0.640 10 x 3�4 10 0.135 9.48 7.30 2.43 36.5 7.30 3.87 3.81 1.53 1.25 5.94 1.73' 1.56 1.01 1:.8 0.770 12 0.105 6.57 5.64 1.89 28.5 5.70• 3.89 2.93 1.16 1.25 4.54 1.32 1.55 1.01 8.36 0.705 14 0.075 4.67 3.72 1.34 20.5 4.10 3.91 2.02 0.783 1.23 3.07 0.888 1.51 5.80 0.567 3 x 3 12 0105 5.40 178 1.55 15.1 x.78 3.12 1.79 0.840 1.07 2.83 0.960 1.35 0,860 4.85 0.774 14 0.0A15 1.89 2_E2 1.12 1T,1 L76 115 L29 0.600 1.08 2M 0,6x5 L35 O.a63 3.50 0.653., l6 0.060 3.08 1.95 0.885 8.79 2.20 3.15 0.997 0..458 1.06 1.55 0.523 1.32 0 565 6 x 2% 12 0.105 X1.23 2.24 121 6.72 2.24 2.35 0.983 0.570 0.900 1.62 0.660 1.15 0.710 2.48 0.858 14 0.075 3.10 1.65 0.891 5.04 1.98 2.30 0.756 0.440 0.921 1.25 0.507 1.18 0.729 1.88 0.759 16 0.060 2.40 1.26 0.705 4.01 1.34 2.39 0.583 a333 0.910 0.950 0.385 1.16 0.718 1.46 0.674 4 x 2 12 0.105 3.14 1.11 0.900 2.22 1.11 1.57 0.493 0.333 0.740 0.885 0.454 0.9920.568 1.07 0.968 14 0.075 2.27 0.832 0.651 1.67 0.832 1.60 0.361 0.216 0.745 0.638 0.325 0.990 0.571 0.786 0.885 16 0.060 1.79 0.655 0.513 1.33 0.665 1.61 0.217 0.2x16 0.135 0 480 0.744 0.967 0.561 0.610 0.821 TABLE II Noxefoal ALLOWABLE UNIFORM LOAD IN LB/LIN. FEET DIMENSIONS SPAN IN FEET D b B GA 6 8' 10' 12' 14' 16' 18' 20' 22' 24' 26' 28' 30' E2x1/z10 (3537) (1652) (2118) 1296 949 72� 574 464 383 322 273 237 210 12. (1487) (1121) ( 895) ( 745) ( 640) 562 445 360 297 249 212 182 160 10 x 31/2 10 (2748) (2061) 1646 1007 737 565 446 361 297 250 213 194 12 (2131) (1598) (1276) 781 572 438 346 280 231 194 165 143 I 14 ( 777) ( 582) ( 466) ( 388) ( 333) 288 228 185 153 128 108 83 8 x 3- 12 (1346) 109 729 505 371 284 224 180 149 126 14 ( 962) -721) 521 361 265 203 160 129 107 90 . 16 ( 491) ( 368) ( 295) ( 245) 198 152 119 96 79 61 6 x 21/z 12 1281 721 460 319 233 179 141 114 98 80 14 91.5 515 329 228 167 128 101 82 16 ( 651) 389 249 173 126 96 76 62 4 x 2 14 461 259 165 115 84 6A 51 41 16 362 204 129 89 66 IL 51 39 32 1 . Table is based c+n simple span adequately stayed late,,-ally 2. To determine allowable spacing of "Z" section, divide above values by required loading in lbs, per square feet 3. Loads in parenthesis are limited by web crippling action and have been redu:ed In accordance with A.I.S.I. specifications SPECIFICATIONS. . . Members shall be high tensile, cold, formed, stiffened edge sections designed In accordance with the latest A.I.S.I. specifications. VA a l Steeshall most the physical requirements menta of ASTM 441 NOWWX&,. !! �� 1411II � '� IIIII � III � llllrl1111111 � 1 � 111 � 1 � 1 � lll � l ` lll � li11111'.Irl� l.(I � 11� 1111 ( III �III � llillll � Illilllll � lll � lll� 1 I � I � I � I h � l � l � l I � I ' I � I IIIIIII illllll � It � lli Ilillll I � III11 111111 I) " 1111 I 1 I I I , NOTE : IF THIS MICROFILMED • - -w ,• �- ? - 4 6 7 a I O I e 12 DRAWING IS LESS CLEAR THAN --------- I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINFL DRAWING. _- OE 6Z BZ 1.Z 9Z 5Z 11P EZ zZ 17, 0? 61 B I L I 91 GI b l EI 21 11 01 6 9 1 9 9 b E Z I ��aa ►IIIIIl1ililllllll�tltlllltlllllllllll�ltlf�Il11�1111�( #I�,IIE1�)l l �!1.It l"bolIIdW1 "1111111111ILIIli11Il6111 "llu11buthm1l1 )III�III111111111111il!dI1111lAP. RI 261 990 Ul�lUlill,Ll�llll�llLl�l�IW�. IIJIIUWl1l1l 1� Il1�i I �IIIti . x i 'I w +x III - RIB PANEL SECTION PROPER`T'IES - PER FOOT OF WIDTH R i t)s in GAU:X CASE PROP- PAIS VTII7T'fi - DESIGN t F.irI'Y 8" 94" 12" 16" 20" 24" 27�;" A in2 0 . 86 4 0 . 802 0. 712 0. 636 0. 590 0. 560 0. 542 '' Ribs i n OomQ re s Sion AXIAL r in 11. 215 11. 203 1. 169 1. 116 1.064 1.018 10.9831 Z/��� 1- 1/411 Q 0. 452 0 . 422 0. 367 0. 309 0. 276 0. 234 0. 214 ��- BF�tUING I my 1. 267 1 . 160 U, 972 0. 791 0 . 669 0. 580 0. 524 No - ..�.. N . A #20 Ga. PJBS TN y in 1-. 052 0. 980 0. 851 0. 714 0.616 0. 514 0. 492 ,c O 1U1RESS. S in3* 0. 640 0 . 562 0. 443 0. 33; 0. 275 0. 232 0. 205 Variable Width P,F2IDI� I in 0. 751 0. 625 � 0. 504 0. 379 0 . 104 0 . 254 0, 224 . 0 34'' PJM IN H I • P I B PAIV•fi L p y in 1. 629 1. 627 1. 624 1. 621 1. 620 1. 619 1. 618 'IIIV iou -sin3* 0 . 456 0. 396 0. 307 0. 232 0. 186 0 . 155 0. 137 PR ,/ '' ��-"'=-- St EAR w lbs. 817 611 363 204 131 91 70 ��� Q A. cZ 9-020 Q h in2 1. 15911. 077 0. . .17 0. 856 0. 795 0. 754 0. 730 < 1.-� � '�l 0 OREGON :c• in 1, 207 1. 194 1. 160 1. 106 1. 055 1. 008 0. 974 ,o o Q -.00586 0. 546 0. 476 0 . 401 0. 346 0. 304 0. 277 ���c S� .`�•��' •�L� Fss BF*?DING I ill 1. 690 1. 536 1. 287 1. 047 0 . 885 0. 767 0. 693 R. ••�" � '" ' ••• 'Q ~"01#,#Il 18 cla. �.. s: RIBS IN y in 1. 040 0. 968 0. 840 0. 704 0 .607 0 . 533 0. 485 � = TH -y • CIpS. S in3 0. 845 0. 742 0. 582 0 . 448 0 . 364 0. 306 0 . 271 '��%�too" ''�"" • •°••�•• • - •' ---- r<---� -*Ad f01 . 046 SING I in4 1. 105 0 . 460 0 . 744 0 . 550 0 . 450 0 . 375 0331 �� s Patrick R. McCluskey ; �, AO RIBS IN y in 1. 525 1. 521 1. ��., 1. 512 1. 510 1. 508 1. 507 `� • .� r • .-- - `IENSI�ON S in3 0 . 714 0 . 621 0. 483 0. 365 0.293 0. 245 0. 2 � el pass J 16 PR pF�� �1 ROFESSto����`�,'• .. •• • . D IAPHFA"1SIMAR \c'`�' v lbs. 2020 1.0 10 900 506 324 225 174 1.1 'Section r 0 I r t p F� ties computed per SISI 5pecificatic�n for the Design of COtd - Formed Steel Structural Memheis 1963 Edition . •o -it-q- tion propert ies zire, for ASTM A44t Stade r m a t e r i a 1 F33 KSI • � £ n Moment � f inertias are cocnp�:ted for strength w/t licn; t <<t o��s and may c�Y C-31 R. Mc c to cony • rvati �e for deflection calculAtions . - -; -c t ion mcuiu 1 i are adjusted for use wi, th a stress of 20 KSI where actual l 10w 1b le co;;'Pressive stress is less due to wit limitations . b . .iphragm shear vAlues shown inn ludo 1 /3 increase for wind or sei ,;.4ic lr_,.,cj : COMPj wit i .itioi for sections ri0)ht of the heavy lint- e)eceed AISI appearance: P'O�TL..txD, OF,IGUN Ar22? t 1 ; n(1 .� r ri f r, r f . . 1 1 I n ri il � lt �ll11 , i11 ( II 1111 � 11ltll � lllf . il � lllll , IIItIII ( I � I (1 � f1111 ( I � I (lli � l � l � 1 �I � I � III ' 111 ` Itl � lll , 111 � 11lI11, I � I , 1 ! l � 1 � Itlll � l� lll � l111111 ` 111 � 111l111Ilil , � � �'� IlIIl11l1tlflll � 111i111 � 011iitl �, II 2 3 4 5 6 i 7 8 9 10 11 12 NOTE . IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE . TT IS DUE: TO � THE QUALITY OF THE ORIGINAL DRAWING• ----- 0C - 6Z ~ QZ l c. 9? �a t►Z EZ. � ZZ 1z 07, 61 91 L 1 01 G1 t, I E I ?. 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Tr•i..^1 "'T 11 i'"'.`K'M I� CUROCO CUSTOM ROLLED CORRUGATED METALS C ( �L 536 Cleveland Avenue Phone 526-7718 • Albany, California 947 F CUROCO - LOC D ROOF AND WALL PANELS J W ALLOWABLE UNIFORM LOADS FOR SIMPLE SPANS SECTION PROPERTIES LOAD APPUED TO FLAT SIDE *MAXIMU► INTERIOI qEL SIZE WT,/ SPAN IN FEET REACTIO D W F Ga. Lin Ft. 14 S' 6 8 10 112 14 16 18 20 22 24 2" 18" ill 22 2.82 0.097 0.091 33 19 12 1 8.5 445 20 3.32 0.125 0.122 45 25 16 11 650 18 4.4 0.187 0.183 68 38 24 17 1110 3" 16" 1" 22 2.82 .300 .185 65 37 2V 1 5�5 3 aS � ,.. '�; ;.a�:y,765 �' i.T«�^, C♦F .�. � � V _ .r y'. :. .f�Y ;1aVC�, .'r�4.9�'�il•.t. �''�".'' 18 4.4 .b66 .382 139 76 4 32 23 1310 19 11 416 " 12" 1 Y2" 22 2.82 1.17 0.46 59 40 29 22 17 675 2Ee 17 11 20 3.32 1.49 0.60 77 53 38 28 22 1 T 1170 21 14 18 4.4 2.18 0.92 118 81 58 44 34 27 21 ?800 49 31 1 14 10 r� LOAD APPLIED TO RiS SIDE '';X ML PANEL SIZE WT./ INTERK D W F Ga. Lin Ft. 14 S3 6 8 10 12 14 16 18 20 22 24 I REAI'.T1i 2" 18" 1" 22 2.82 0.215 0.135 50 28 18 12 1 445 • 20 3.32 0.258 0.161 60 33 21 15 650 18 4.4 0.344 0215 79 45 28 20 1110 3" 16" / 22 2.82 0.65 0.28'4 65 48 36 24 7 1 535 20 3.32 0.78 0340 ': , 98R" �:69�'' 3 29 21 16 765 ;, 17 1G _ 18 4.4 I- U5 0.455 1 93 59 40 21 16 1310 14 „� 41h " 12" 1 th " 22 2.82 12.22 0.74 84 66 48 36 2 1 675 34 23 2 16 12 _ 20 3.32 12.73 0.91 118 81 59 45 35 28 V14 1 1170 41 28 20 10 18 4.4 13.74 1 .26 182 25 1800 57 39 27 19 14 w NOTES PERTAINING TO USE Of TABLES 1, loads shown in lbs./Sq. Ft. are superimposed loads based on M-&;1 and y =.r3 ksi (Yield) steel. 8 2. The larger values to the right of heavy lines result in deflection greater than L/240. For 3" and 41/2" drek, to limit defle( tion to 1'/240, use values under slant lines, 3. When decking is continuous over 2-spans, deflection can be ignored, but the capacity is then limited by values Applied t the Flat Side. 4. When decking is continuous for 3 or more spans, the above loads applied to the Flat Side may be increased by 50%' pre viding the interior reactions do not exceed the values in the right hand column of the Table. "- 5. For concentrated loads, stiffen flats to transfer loads to ribs. 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I F THIS MICROFILMED ►�.,�,.:�,.. ,..�,�,,.,�,, , _ rJ 6 12 DRAWING IS LESS CLEAR THAN 2 'THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- 1 0� 5Z 8Z LZ 9Z 'CZ bZ EZ 472 iZ11 OZ 61 of LI 91 91 b I E 1 ?. 1 11 01 6 9 L 9 9 b E Z i a��asw I_ a lllIIl�Illl�llll�llll�llll�llll�lllIla! 0 APRI 26 199 a�III1�IIIII111111111INN +IN .1�_►111111?1i11�111)1114111I��(��,Li1 I1111111�IIIIl111IUUIf111u11i� I�t11111111111111111>1� 111�11111111���u ��1� ..__ ilIlU.l�ll1J111��Iu�luu�11�1 M, ....- .. a__.-. "":illi' - .""_._ .+Ii..r-�...w.a.➢a;�,_. ,.....�.V... ._,� � l 1• i '�,r_�.: . •vv. ,yew•.. _ ...'.+�er,4i7.i:: na ::ya � 1 k r,. i MOFFAI' e, NICHOL & BONNEY# INC. . ENGINEERS PROJECT _ ���� INt�u�T�1�.�. _ PAGE. 2 _. JOB NO. WAS BY — FS _ DATE 1 �G tom. 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OE 62 92 LZ 92 SZ 10 EZ Zz Ii� 02 61 BI LI91 SI trl El Zi II 01 6 8 L 9 S b E Z 1 sw I �.sw ►II�IIIIIr�II�I11111111�rilr�rlrr�riltlrr�WIIIIIIlI1�111�I��II f.N �I��It�Ll ;i tl�Itll�Lil�Il11��.�f11�IIIIILI+IIit)0litilllull ulluli�� t1 ��111911111iIIII��t ��l�I��I I�ual�u�,Wui��L � � uLuiliw lug ul�I»ll���luul��it APRI 26 1990 �.,..,....k......iWWwr,.tlPW. .��..,Wiil�". ...__..._r...�......—_...�.....»..��vsa�e r 660-SA Hanna Car Wash .- Tigard Towne Square To be installed on discharge side water reclaim system from car wash. Discharge from oil/water seperator will be to sanitary sewer. 1012-P Diamond Plate Inspection Covers C60-ST Tor / 1,350 lbs o• 222-P Diamond Plate Cover til_ I-- 7 r— I-1-1 I- r�-i•� --i—i Flow Diffuser Baffle add — ��I— u Inspection & Sampling Tee (by others) M o•o-b� Oil Retainer Baffle o- a Vault No. 660-SB 5,750 lbs. 8" hole each end / for inlet & outlet , 6'-0" 't / 4'-0" Grit/Sludge \ Retainer Weir :;sx M1..Dyylrq. i Max. capacity 450 gal. Flown at 15 min. retention: 30 g.p,m. TT'`�'Ix,:��''Y ATA-1 i l-i la JO For details see reverse side. 19 v �SSUL Vebrilary, J Copyright Ii �I r l ► I r � r 1 I I ' � I I i III I i f 1 1 It1ITI � � I I � 11IIIllsilll� l Ii1 � 111I111 � 11111i1 � llrlrlr � rll i , 11r1 � rlrlrlr rlr � rlr r11 � 11i ilrlrlr r � rlill NOTE : IF THIS M ICROF 1 LMED I 4 � C 7 a 9 10 1 1 1 Z DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. - OE 6Z 8Z LZ 9Z S7 bZ �Z ZZ 12 0z 61 91 Ll 91 sl V1 Ell 21 11 01 16 9 L 9 S b E 4111111111111111111 . 110 1.1Aw11111�i111.111111141!1Ir11IIIII1h111I11Ii tifllJRtt 1!�.Uit iiII�IIIilIIIIIOi�Ilatll�llllllUl�Illl �llt�W''........II -•'.---' -I--- 1 r !!1111 1111111111111111!11111�1.�.11111.1111�11�IIlIUIlI1� �J k . .. .. ..... ..-....-.. - _..,,._•_•�-- - .._-.. .- •I� 'R• ,...� � •,yrty,w++rxs.r.u ...,� s� r, o.�1 '•�. c t y .,. ,�'�. •...ars,Myuaw•,�...rM•.�.....,......n,w•7�M, «._...-�...._ 660-SA B � 6'0" 6,0„ 44—23" 0 14 21" 12„ 16" P1 24" 24" 12" I 24" I I A I I Yy`, A 4'0'0x 01 Ff I 24" - - - �- BNO. 222P 2 NO. 1012P DIAMOND — DIAMOND PLATE COVER PLATE INSPECTION COVERS PLAN — BASE PLAN — COVER 2 No. 1012P NO, 222PDIAMOND DIAMOND PLATE PLATE ACCESS DOOR INSPECTION COVERS 7 ry 6 bv �: a o °• o - 7ET 6„ o 'o � o o O o. OOC 24" OIL/WOTER 12" 8" HOLE TYPSEPARATION EA, END FOR CHAMBER JINLET a OUTLET — T—- -- OIL RETA;NER BAFFLE ;q o FLOW DIFFUSER le BAFFLE ; 5'6" 0 0 L . _ _ o ° GRIT/SLUDG E Is Q 0'. RETAINER WEIR Q. (it C" ° o n o 0. 48-1/2" •o Q� INSPECTION & .0 ( 0 Qo SAMPLING TCE 0' (BY OTHERS) Q o o. 1 o of 14 / 0 0' • 00 T I 12" I _ 'O o - - -- — — - - -- - o 0 /o' • Q,b., ( I.A -. IIi d 9"� o — ' b0 . � ° , O -Q 'Q " �0 5-1/2 Q 0,J o r0-10 � .0 ° QpA r, OoO o � 4 P' C r - 23" 21 — ate- 12" 16" 4'0„ 44 6'0" 3/16" GALVAN;—ED 'STEEL PLATE BAFFLES & WEIR SECTION A-A SECTION B-B SCALE: V2"==1'-0" 119.1 l '� l l l f l i l Irl I f l l l l l l l l l l l f l l l l ! 1 1 1 1 1 1 1 1 1 1 ► ' I 1 ! 1 ( 1 1 1 1 1 1 I l l l l l l l l ! I 1 1 1111111 III I 111 1 1 1 1 1 t IIi � � I ' l l I fill� � � I � � � � � i � r , � I � I � � iI � � � II � I � � � � � lil = III � II � IIII � IIr � Illilll 1 I1I I1 III 11 III 11 11 IEI III l 11 . NOTE : IF THIS MICROFILMED 4 4 cJ 6 7 $ 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _- . _- Oc 62 82 LZ qZ Gz f+Z C ZZ' IZ OZ 61 y 81 LI 91 51 tr I E I al 11 01 6 E Z I '"'L ►Illlllllllll�illlllllllll�llllll�llllillli�cllllllll�lllllllll�,� 1 �11�li;� �ll!!!l1lltt�,lfJilllLl�l_I!l1111!1Ilubill�lllliUL1 �!�tllill111�L1I111�lLluU�Wl�ll�llllI�J1�1 ! �►wllt�l.wl�u�l�wltlitlwjl�lul�l.�.u�llulll�lluulll�� . � �ti•� y��x*��.,,,u n�i ':' t � ,"+Itgr"w11'""�.`r •--'" -_ __. .,.�,,.._. ,.r...-....._�...... - n...r- � ` .,....._.«�. ..p W 1 ., t ..: , f. ,. . ... n .a.•/1�Fi....-._..._.•-..,--..._alb. .r I CL n o is I �I 4 ret N 4;0.,� QDAY f 0 jLLJ No cn m A � . 0 7 V7 77 � �----- -Rey--R� Ff �-:- - w i. f _ � ter► - �T� r rj ! I l C l L l kvi t — - TI I ` - I i o I7eu 2'r �n FZ- - ---- - r.D v _-� -AP'PROVED FOR ONSTRU'L,1 ION CITY OF TIGARD PERMIT NOXV f DDRES IDW-Aacl . 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