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W;OrPL L6W, rev •ae41" OCMERAL STaUC?UML Mot_Pi R.'bo. •,de'co'de +� L• - f - DP$IDs . •i dJlnt+p ,►PQ .wv LP A,a-, Mrw•n q•4 V& ,�, a p', y - I of theuUniform Wtldin0 accordance with the structural prvrialoac ` f1J+WSNr J• 5s�E4 C'+'PJt lvP p► ♦+4 Cod*, 1176 [clition. • CT TJ{ &X?w JV1W _ J L•0, 1D AMIJLi,a 04L hleia(SnG —ynri, plLr+ EreS 11 TF' PI I'7 IT-,w PC R'srti LVR \ A tan I � —1,3oo r.S.r. Sc* plans and project "B"i for copact" 1 'CNR LIJWffFI. W'W. n041 —�1.4 t1.AMt Mw. so` �M[oot footing ase.•. rron+, e'.w• ors- c -cord anro'tec I I ♦pl/GLI[ IiNV. ttR+ tsE r,,W2 &V v JsrR. "'q nay. +t manor, v ms a+ uaurrr~. .n-gRyrKG xa�. --1 cGy) RYLn MN-a gI 6 ,at "Sent +H•+TJ lh>7 'I. b � -_- �[o-•r ezT 51.'rw vJSR 6iJlw+rlbr R64.416t Ovpt it'Ill .m on td,+tm.+"s IaelJnJwa r'M7^14a6 h f.+f tw1re> 't. - w W dor •S ,c' to ee+r0'*e �.� •. ,,.,y di+Pe•� -MY t 1t+�I trt Vi ORTK_ CeY•'4/�ML •NR ea rp�� '1! Mrs! M1•�• µ We*/• ` r"rA11 I4.-1•ey l0v M�Fr•1r..i amply ... M+/ G10eI• UJ6f .... te MIl1TW 6T 60wta 9 V�rK /Jr d C� 1,600 P.S.I. adnisrr of Sy sackso[ cement Per orbic d yard of concrete tag footings a -tmsotatiaa wtills. 6P v%(,6a TJ 6 "i N ffa.G4i ex 4''rl _._ - __� .\ j - .____.- .__. 1 6•YL RJfi'Li P�►r'r H toI I-[nIfir— +,te I / �- - - i L• �Z gcrfi P�Y'1 N f.•1 Nal bars 66 and dSlarger, DOW 1t11strade 46 [stucck eaM�secuwly tlr udtb 1tilIVV Ar.I-p • •a.rT. R F-___ __. -_ - --_ _ _. _ \ i f-- sup orted annealed ride- creta black 1n bow and meals shall M ! W .IL G}b P $GT pr ..est provident on well cured indicate blacks ora ed ectal Maids. \ 'W LRovS c-/ER. Bea?R'( provide support bars a indicated or recaraen1M by A.C.1. S7'D. 315. � ♦ \ u-- 4K4 W.Ezc&4 4 C,SM Reinforcing shall be Placed in accordance with +C.s.S.I. reeoeeeMM 1j —��- - 6.2 tSfiY"+ ENt""�Ei-7 'r+• rT re"tica [or placing reinforcing bars.' Shop plans shall he srb- • Ysr' t•4 4nR Ka•F+K•'a*r -- " ---` - i — —_-I Way- il �_,y-ITI,{yaStrrJ eltted in acrnrdane• with the project manual for review by •rei,lt•er art .4.G. NP "t t,y,,,,R 14 O = Cl•V prior a fabrication. sY` r i t F n M &Kee Nfal 1 J• \� f '.'� ae4 N/d FOR L-2. Sk%W r' 11 ' 1 •.l .. _-._ +n ! 4•Rr# - Z".. F.u,, �r[•H6C'Y�- �n tins, �A4. seem 5 I J �-�_ _ - _(a•10 FM7cRI.b�d� �t'UtNGI-�. `y�Al,•. Mj,!S °H,.s1R.�LptiF." Mwc,o. fI. ,i>IS F'f! ,.I+A' ){ r 1 I s _—yrG ICU1YrIK4LRS d• Z'f C14 .y - �? 91,1% -M, o,- r2 a for, 1 4 i I i t IF QJC - _. .__ - 1 iMFv ••�rNP'-Fs II i (3WE ) M -riFer. 1'rirnts• ryn A --- li ' ,� ?9 W/ 2•n 1'W G« j Z-. B'r !�•o �rvr•. v u.�-r ? �,s.r 4.4,lull.-\ - r r.0 drew; 4Lyfjl j -vr.rn :1 t- -rip I -f:C;�T�•IGR- Tyr- c+( 91 -----�{5j'L IL _ tf' h sc - �'T,n 1 .Wire 16, S.a 7 al +.4.. ,''a --—'- I. - ) - - -- - - : - - 1 ./� Fj.s> u wr hTr'ev '8 a w0,•f (C1�y\ G t1 caJ'41Grt0s �-_ i r � � V I ', � • .,� I � _ _ jI -- - wm 1 + uU I ., 5; Plm-rtrrl 1iL v'sty rMl.A' - r+Tb[ort .aa r-Ivrmr„ p• e¢ - �yi -_ I zee ll'K' ct�n.� ter, per C'St' _ - nrr,. aL!wr+' suDrxr S.r d' Dfw'q+ -_� �_T ^fop T (9) - �-' - -- - y of-all •lata edcept lti' ever top of eupeir s Pr bri --I bgttam Dover, except l�" now Deer nrth, lh' ooegr war Kllr:lpls aiaaties; well 1+ cover "Cort 2• an for •rrrth [sae; f• ease[ g L - a c v fr+v rpt1lJ,Tt'et '� ,� f ear esti 'G'. pl�ae ---- cW4 (J�IItWr6J msAMi c ' I.INpcC i '+ -. -�- - t �'�'4+t1 ln-E "TI1 EA 'A* "X. v�sb-i n.--tion-- z2r use report Isif, 21200 F.S.I. - 2.4 QC'f �-� --- - po - -- - TIh�-- r'LIRLe1S t t9'OG � shown[ shall b• toughs rid. Camber Wlue [!r Bead load wins C'hl 9l"vl•� I!i_r�.G-_ IF _ ' „r..+"C� F�T.4f•F-. �{'y,ysr� 1d/ -- -'� ;.i Tial 1`�1JL61C:rK 4Yard Lot .t Ylerrl N- Waterproof glue all beast. a Q / 8)lor `f'r UAW tD P1" GIP.,e•'- I '�- O 1 a-_ OF - --amnowentsm.i -. I Ix"(T�IeY 1.P•I.I. L•4 ,r lsT ew OG ( -- , IBAMINC. L1DIB aE GMU�I•NG- �Z+ti D'", - owbTi stresses i•qutr shall W in acrnrdanG with standard -t4 W11n 6e71-4t1 nLOVA, W grading rules with West Coast Lumber no. 16. Moisture content shall rt •A -51+•1 WP IL aft Pvw ,14 I be 199%. Load bearing and exterior studs and plates shall he of grade shown on drawings header shall De of 9rggra"-6 i1(•t -rye. 64 Su,G.' shorn on drawing■ or better, castes■ noted otherrl•e.l e i y plywood sheathing shall be APA rade-2radaawrk lywood aaeleal thick- m + 1-n. sees as sho..r nn drawings. Mo[ and wall sheathing Z'lt be C-D s �r_.t• f" Hi q - - - - --_ -- - (unless ootid otherri es) . interior with arterior qt • and shall M {_c.,., r nailed vitt 1OOSS sails at P o.c. along edges end • 11+ C. aloeg., a y °W T14JY•+ W t„r' 1Gr [yeC� llx� 6rrT UK•CJ _- '- - _� -� intermediate famirq awnabera, unleu mold ocherrl tet• .4.. rvS ,Tr C* S rOaLeP , APAW •X 1� AO M CR'/ 4`f( - ..- �M1+MJ rte¢ AY ISR m MN A_lf material. Steel 41" gol�e sdril, _ a 3 4 C - -- ---_-- -- r - ------ (- b ----- :. -- - .f_;", - te y 46 1.,5.1. Yn A-So0 grade S. , / } ��" 2 ' / A61, VO t"ro i•4 O.G f 6f�iRx sc b{�.1j.: t'�V +•r' nc`.1 ' • , !. tiYlng scalars sad eammectt�nm ere lAOemi�S / � T't►' L- f Illustrate specific detaile. as attempt hie Seem .Ods to elm *I 16 w' O.L. elwnt$ passing them a so•.•i!i: section cr deWl. �_mortw'EJ�r%Am eve, rYr� �V'c' 1 1 ,Y+F , I- vY t. �'• l LL er o arch tmral, mechanical ant electrical ope rings. Li ter all dimensions not ahwn for site and position rf openings. trmeks Sr structural members due to architectural treatasmtl and locat�en of E n aumps, etc. /ice '2s`tYla.aF4' I DOs16m LIVS LOAD a ,s�,, it Main Floor `4. OW SU 1sf - tired seat int, :00 "f exit •rear c low 4-r Rae r'4• M ;M1' al' 90%, A" OV �• . I• w' al' I&- IN N' .Wide Load 20 psf 51�+ 11• 61.46 ___ _.- �\ G HArc. _ i f-_ .. -- _ __ _-ST _ -_. I i _ 1� _.-_ _. - . Snow Load 20 Psf -. -6-. . Scisaie Loan II1 i CHP &c HrnrIc-" n' s• r K e v, -MH rola'% oto 4' elpr eow CHP ov TR+f`a -- 3 f'�'"e , 1 f �" Iliy�/V.L. 1/ti lr'rV h1•'1'•P' . IV Mr TIaMT er A*Atwr Exr.tl, q .w+ 9 p� GrvG`+ Ash *%4*4 OPer'(Ftyf, 446•44,44+04 A /5. "`' d • I Z.44TIar.S I(i'OL' g.0 ..,upri S 6 Oma. ' i — — � f�T Lew 1� _ I s i41 ; TIZ 1 - -- 1 E7 tLrR mei ♦ KO(°s gpf4rATIt1L1 Vt. Fjf.41 PT/► -Gr.J 3btn..44j) : Es.rT.4, t Ca ;742...- �� 101/ Ws -IAds CO C,...4 G FJ,r!L'� t'1AT - 12' U�'' G 7 1 I w' rM I 47.: SIJ7 IPa t 'G c. 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