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U NEhI A✓� ��1 Par, t t _�'+�k' —��. 1.3 � T • - - �� - IYL� -- �"'�4'xw1rtlMT7 - F^' I AIL ,vim, I 1 a o IL s�rrnyr• o r�pr. �1 I�A (mow• y/� 4 ��; tlfgrgxaNw,p � �iR tlh -� � •�'h - L1.� 7MfYctAw4r/y� ! �•.� 11 _— ._-._ .F e,aMfIW - �- d �� �� ^ �,1 I m P Am r52 `7 M I r A ? Iw♦ _ W rNn ,aNA n"tMy }� M N/E' R,�tRI[��L7M��M1� .—5 'i.�7 I N�,�F 1 - _ �M!!M/M• I% rAr+ l.7 w N� i`S ,?. �- , , V .mop - 1- � ew tw . t �yy 10 1TT 1e --A r o dM y}r�l all QaM © q - •u•ry _ LM 1 �yawu+.r•M. ' ' a WIN A I •W he) --- I ' AMC 6,L6 as 1w �. _ Ifn ty �h + Rh 1),.iM�1.�, N•M.tM. _ --- 46y17 *)*VhA I c+�wi W I o e•1 e.. Aii � �rllR = �is f.r ty v,• . I .luau�FFt'c � � ,��� y • � _ l tow 05 i It • 7 I tcs S• TuAt ..OA%,e c7 1Z.. a 3q+ Lkte �N � . I •� I 1 A��R,•rurofs ��♦c t riorosen) N19 [lua(iwr �IIIOw•1a b File ` ►tpl�IMN ''i11 tar Nt' 4e � I: 140 _ � +tAlr _ {II4!' \Yl 1t.'r i, bw �1 is,!** q sv* - - -- _. at i. ' IRS f - i I 1?,0�'R21q;k/Mil� GeNRRAL STRUCTURAL No-lits _ M ' pp 1. Des i9n -- - D i f-y'A N�-------- A. 1942 Unit*" buildl og Code and Standards. MX N(.el(. to ltua tf�•TMJ9lCb {f snow Load: 25 pat, per City of Port Angeles. Diiftimg, elidl:,9, and tiN/J6 FLt, W_�+Lplyy�.trj .1js lid Y •G accumulation hawed on 20 Pat ground &now per Sew Load Analvsis for I� A6-JN4 Pit V, FLI* f.YJI! N sh�lngten and sec,ton 2305(d) , Uniform Rnl:d:,g code. {. , , _ _ C. n Loa : r• mph with erpusute C r,�. , r;,j.:ry _ \ D. Seismic Zone 1 E 1. v - A S. Load combinations per Sectio„ 2303111 L%C. O F. Placement or mechanical and other eguipment on the coot system shall be /\ - verified by the architect and the truss manufacture, prior to installation. t I _ G. Roof trusses shall be dsetgnfd by a Wrehington State Registered togineer, if M _ - - -_ -- T[us• shop drawings Shall include membet forces for all of the loading . -- I/si "_ conditions specified oelow. Use 2 6 top i•tm[d SESE;rs. Typical design yip r�� v/,14.e+. R A loads shall oe for 25 psf snow with 6 net dead load on the top cnord and 10 %JAR " 'K"cello �Yir'A-vim Is SA I Tl. JU4, pet dead load on the bottom chord, rhe actual dead load of the truss shall 1r TA. l'A a._ -1'q �— be added to thew values. The bottom, chord• shall also be capable of �{Y .,�,n Ac. .A•,T 0,44A CHH „�� [en st w9 • 200 pound concent sited load at any location. Thenearloading •Q �;'��� AT Y P4 II diagram adjacent to the tower well from potential snow att>u+ulation, oo the 6!i(Pa1RJ R)' 1T';. IS y4r+4r• COD chord shall be as follows: " I rL4 fAM 1 ( 1( 2.l,Yelp+ DDD 4 4it�r 60 pat Snow r. � F Rowe of 25 pet 7YPEw1 (31 t corer wall t"MPIO �wME _ 1—_J_La�L"✓ ��R/II�� North .___I7,._. _�_. — J 1 , , South ♦ t� le �1 _am r,n JV �IGb, R�fnE Truasse 01er Dunk tome —+ Irl 15 parallel with Tower Nall x:YWf 'AloKAldo �gM }If Top chord ng aretg is be caPSTle of wEfstill 60 pat sour on trusses over ,(1 - the of include ewes. II•• / p D,. not iocl ode snow loading On oTernaM mere it decreases member or . _ �R"Puy vtlL connection stressed. a N YtffwO W4-v Fi E1t,To Note: Trow spacing may be reduced to area where trusses are adjacent to ■1N, n It i 1i '�� * 4r4 the parallel control tower wall and the uniform snow load, approach 60 Psf ��,✓ /,^ j IMF I I �__ along their length. ' �. J ._�i r �I j,4. Il"&�'. ,Ay. I; n • See �•"r I b t }- f,"jTh Gb.f I - W{.ICV f+rjNl UI• tY�f/ ' ---- ---- a ' �•- J*ib 4e The loading diagram for rind uplift plus dead load Shell be as follows: R I I t IN M.rl 4` -lam MD Note: Dead loaf is Included rraept the ,.dual �Ff I �t( 4'�• �l 2 N�-,21,2 V dead load o the trw�may-&s deducted. A 6b,14 to I - T,4 ! ,4•�IP• T!'Y - Typical Truss Uplift : _ I IN IpP! Mr u6 / 1 �,! tht 3a los S 416.5 pat 34 pat 50 pat • : ti EMT ti ��I'e 10�!Y SN IwG'a dlw- 'Ar' b 'b11d �Lj K/aT y A '� s �/ Wes iv, for TrusaeS Iall�. Dr.r Slink Noun. w �4 I�i.tf ilk _ �li� elw2:i Support for support overhang 1\ S30910 Slope ' --- 1 t•�t.x Irl 'A'll TrJENa ti r "m est 4wrs plop I14 �1 F A OW; /SAS $LLRUHW connect toweo not l at ressestt loading on overhang where it decrease* member or i • hya Uplift Leadln9 to Trusses Within 3' of Sed (last truss-at each and of trurs { LAIC E►.st D! t — Moto 1 4av9roupr) . IL. 4141. � 'W �j b 00ryII 5' loaf 7 is pat 53 psi •w-p'u7, ACAS*op4bT' 11 part n/ h x110 Alai for Trusses _ OWA ALA v �� ' �'L ' Over Dunk PJOmm 1 � ��i m ; ' fupport for i, v — I?I , M1 •PWct OT ttlr,g ul rI� single Slope itusws p � W ./e Use the minimum lower chord dead load i sf in ca&bl Mtion withwind ' t ylift. Th ttuseelp must be supplied With brscin hied for the lover r _ chorda ar r n uplift . Ing bracing _the OVwrocesheathing —r o c: .or them n^Ta l [ e ■ Over too Ont'OItower. horizontal wine,Iwa • wne • ops [over trusses Shall be 21 lost and — 39 pat within 3' of and. Erection bracing for it,* trusses shall beoJiLA ; 1, 1 4W - Specified by the truss design wng:nevr, shop dtaeings of the trusses must (\ ,,� ' �A I h Piwn i -� � p I . be approved by the architect prtc[ to manufacture. t Wl1.�N F 1 yp y(stets a{arr. -prcy� k' 1 E'Et�frir AT Vrl'f lT 401j, I" ' 4 ui�Ns't1/ '"�w�t�LL N. Contact the Architect togardinq e:.y discrepancies, unusca, or questionable ' Mlfl �&4 ftV, .' 1 - conditions. + MIM ly4* p1. uIOE hr .M — -- ----- a iu , SAY wt 2, St[Y A. Tube steel 1 . 411E.-Nioii, ■. AllOtherStxuoturale steel shard beSTN 4500 ASTM A36. W, d, ry 46 kale 1� L C. All welding •hall be to AMS Structural weldinq Code Specifications, 01.1, I h f vat (L 1lL _ 1912 type and �I * .rl. I�A� r position weldingcperformed. s •pecif1ca11y qualified In the t ` ON/ I �; D. Coat Ell steel with two coats of shop primer. • ' t IZ• I� L 1 ss fill - S. Timber . 't4 eeaNW - f1s y� ad / P.t11YK�-�"� A. All i ■ end larger matet,al shall be Of 11 Unless otherwise rioted, t .w a lmawo. ■. All 2 s 6 End interior 2 [ 6 studs shall be Df 4l, Df studle .� ,� , ns� \ ,y _- , kill tiiilwrfm , 9rmde. or/J/ Y�, better Ynleea oihatViN anted. I twat f,1/410- i'� 1 l'in yell$ov + - - - —� 1 C. All light framing trot otherwise Specified shall be Df 42 or better,�_4 it? I jai fSmt - �t Me T ad4*4k „ D. All specified tt+,Wr connector• are by Simpson Cmpan catalIh`)I{h � � I ,y yL tlr�wtWT"R __ _ [ AM', �I�I Aa u{�- the mise and number of nails specified In their catalog for eaMhe[• Ose INWo 9s41Ufta ` - - ` bti' WC. 040IPsessuteu L1eatedt leumberewhered Sperif led. Y f. Nafl &11 r. o(, tient, and wall plywood wito 10d qa/remised boz oafis at Ao.c. at edge■ except where specif fed closer. ■lock edges of plywood onwalls. Rail at 12• oc. to field for wells all roof except as noted nearcoramrs and edges,}��t� p���;��j� y . , ' , I G. All other nalling not specified slall be per Table 2S-f, ULC,f17V L.fL 'IW. j4L Z (J -t�bC:c:-��yA-r-tc�--�--t•� ,4. cua�,,�. N3.rN) _ . - � f .,tet f gG f LIV/44 iA L 17W A HAW Izz PiHO Vb p6mn. t fi 1jW4 r'0 Vv it i ploNiM LTb p o*•3 K � ,gyp � ►� M tta a. NO 0 i jo MA40 w e` jj pp l � ; Irr �p�. F W O ftwdv PIN W I , p h G��n 2M4 io4,I�i Itrditl I�x,�� o Rb•halE E s;:�+o 15v* by 04, FDG' DEc' IA od X05 w 451)/ - 21&5 r Nr R 71 a Q � 4 v I T- ti MFi 6CDJ O � C ✓ V� -b 0 ry. Rvel Otd j � -J i- _,_ i_;P ; � ® { ° r F 1y C°'lb� yU'W t E i s -- l ■ 10 Sy ' � • r; r 218, F IS nO in>u� ?n l fou,,t. ew i' �__yy��� w4ry.;amu ;•,.ee � 4:0. 1� _ � ,Q y� - +.. - Sort phr"4• two frro w4u. s{•'0•+6 i .y 'tit Vn Syi I �•- � 1' i . Erli Y'K ,µe[ t4 M1C i t., - r= ✓,� Ot+ 4 P.th _ o' r i,l'• via"• : 5iKNf Nc:y+N —� ws. erOL 4T, 01 I - I` a.reo. •.w.� �e'Tr.ik" QWq I _j f I N'4tj ?� •c —_---- IvYGE�YP IiG1A j_— e 5 • nrie%r lira ZrYaurl�'c'�• ►I�� m -�E.iT l C14-. - .A. 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