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Home My WebLink AboutMiscellaneous Plans 1976-4-9 .' -..... , ,,', j.,.. < , IUX.MUM ALLC>>JrABL- SPAN FOR GIV_.. aPEelES AND GRAD_ .. '" - 0-. .... ~ ....... MIll. ~ Of...... _ UI . IlL. p.. 'a .LInL 01..... ...._ c..tlG.l 1. ....... .... ........ _LIT" -or: ....... .... -... .... TOP CHORD Dl' 7 P5r: TOP CHORD LL z.SpsF" BOT. CHORD DL 10 P3 F -\- TOTAL LOAf'l42. !>SF ~ --, .. .... ':\r:"f' ".<"..~~::'. SPAN 2....~o..... 4 :o'<:'J\NT. PITCH 1- To 12" SPACIN(.' 2.'1" 0, c. STRESS INCR. 15 ~ ~ ~ 6 -- "n~ OIIWY IMf'llIIM. 0/1 TMlIAMl s:tJi:~. ..IIMtTTED. " 'Mill '110M 'MILE" OF Tl4 0($l1ItfO .... -"~R TO BO~~AN ~~~~.;;;G ~::'4'MX. 'I PAN~L, . . . ("'AN' 2,S',o") FOR DA r~fJioT SHOWN. NAIL1NIi, SC.HEDVLE B'~~J;D, ON OF, LA R LUMBf:R. " 4r- G.'10cJ NA1....S (f.l.l~~II"b) ,... . ...,., ....,.~.~~.. ,,-,,' ";L a'~li'<<~'{L6 PLYWOOD GUSS ET(E:ACH SIDE OF T~u!.S) o - ~ . f - ~" DIRE C TION of F^C. GoRAl.. '~, { ,,'~t~ 1\'I~4"- _4'_ -'-_.-.".~:r\S '~"""'~ ~'~{.... ~ -.... - .. ... 9'"''''' c (, -:,. ~_ '"-' '.J~-j: :YSx 16'~IIO.LG, PLYWOOD '~ ...... :,,,~,, w' . ... . - GU!>$E.T(EACH 5'DE 01' TR\J~!;\ ',.C '.:;;> '31.=:-(.../-.. :.:~..:7:;Q J.~ 39 ',.,. lit' QUAL.':'{ nJD.,1ED _____ *- -+--'-~;-....+~i~(-" " .'.{ ,,':..1 L"_.'" ...... .. ID'':'-T';R.'"';:~~t:~.'n_~"T wtTH .au.. AA.~ . .'.~ ri\JJlliSfl\fl-'~U~. D' "'"'~~ ~.. - ) ---xrr-L\.JMN;" GRADING OUIGfiC VALUU AND IIOtSTURE ON EM;H MEWER. UNLESS OTHERWtSl DIWNSIONED ~~lN.J CCNTENT SHALl. COffFOAM TO U.C STO_ 25-2. ~3 OR 00 HQ'f INsT"'LL PLATES WHERE I(NOTS 0CCVfII ME" 2S-t. HRS ....All at: CUT AND JIGGEO TO PRO"'IOf. A TIGHT ,( . a...r"" . ~~. . .. - \.... ",. .,,~ r . , ~ FITT~NG JOINT IN ACCORDA.flfCI wrfH U B.C. STD. P. H. BOWMAN co... 1He. ENGINEERED BY . 'CT~ -ATES ARE ~"""""'''rT'-ED FA....... _ ,..., 25.'1 13I1AI .-.0 lINlON BAY PLACE N. E. . t,.. SanOD ~AECHl!~ ...... .-~ _....._.-..n..... nJ ..- ~ SEo\TTLE WASHINGTON 9'5108 GAL" STEIL WITH A "'-"MUM YIELD OF 40 K_S.!. THE P,ECTJOH. IlRACII)G. AUOWAIU LOADS COI'CFOA'" TO ICeo "EPOflT NO. ,.,. r!'" ~~t'ti~'" ,'l"I-1)ft THE TRUSS OUIGHONLV. T"VS$ES P1..ATI SIZES SHOWN MEET THE STfUJCTURAL DESIGN ALWAYS IE .MACED OUR'NG ERfCTK)N AHD AEQUI"-U.-ENTS. euT SOME JOINTS MAY fIlEOlJ'IRE LAAGEIlI AHENTL Y aAACED alFOftE ANY COtcsntUCTfQN 'LATES'OfI M.UlOLll1tG. _ "-GADS .utE APPLIED. IT tS "E..~ .~ [)EO THAT 1M. FA~ . - -.:---:. IU1LDIMG A"CHITECT 0fII EfitGlNfER H COH.StH,.Uo FOft l'LA'lU SHALL" .4lICCURATlLY fIO$iTlOIitED ON EACH ~ T.HI MAC1NG RfllUllUMDlTS ""tOft TO E"ECTl()ftI. . '~.":'~'.\~\ '.., ~" . " ., 2?jt11 / z ~~~ . 11-IOd N}\II.HCI.INC.Hct, . ,1 78"'i' . , I I FIE L D MODIFICA'l'ION WOOD TRUSS FAB. ~K^ V SSMIN.. 7 7 '4~7 DATE 4'11'77 OAAWIOOG _ '77 - +~7 . /;~";; "_.: . ~::. -. - --.. -:, .... :'\~< -~-,~--_. - ..-+., ~ -'-";-~~..'''''''''-~_. -..--....-' ~ " ____,___r'._...--..~..---.-. _. - .. 1~ 4",1( %'" ~Oj#5'Ol~ [ .