|
_ . -- ------_____ _,. ,
<br /> _ _ .,. .. . .�_._.__.�._.._...__._._..____........_. ,
<br /> -_.-._-- :<.._` , SMEAf�YtALI.8A� PI-A.'1E ' �
<br /> ' ~ . .... t3Ai�1Ka FER 5CNESsU�.E .
<br /> ;
<br /> � � . ' ` . . : � � 0 o c max NaFI t 3 ists or S�'RU+CTt 1�4T�S
<br /> � DiAPHRAt�A '
<br /> .OGft d0t°iT5 i . 3 4' PL�D'Ml� ' __.___. ._...._. J* st Aet ssi�c.ho s(w th 2"thonks)ad+waBs w IQga X a ��2" 1�2A.t.
<br /> •• . f . m 4 O.G _____...___:�____.____.. -
<br /> � ._ , _..___. ...__._._.._ . ;
<br /> ith �z 10" �
<br /> i �t2" A.6: . s..� ....,_ ... _ _ . � Coiisxruc.i tiru tv�ueet XnEei nat3o�tai$wCdt g ade �L, •. '
<br /> ..,.•
<br /> - --....__.,,._..__..___.... .,. . , ' ��� QOR JAlS75
<br /> f�Afl�•o� bluckixFg with S lOd nailg � i 'n C 2p{��s
<br /> ..._..,._._._.. _..._�._.-..-.--- • :w� - � , � ' �- 6. S�ike alI lan�inated mentbers fogefhez-witlt ZOci nails @12"o.c.
<br /> '.�."`�� - . stagge►•ed.Spliee taminations at sapports only. . �.. Live Losas
<br /> . . _ . . s��Aj��� ' " -• �. Lanxinate two full-heigiZt stutis to cripples under headers snd bIock koaf/Suo.v Load-?S�sf
<br /> . . ; E200F ' .. � . .... ,
<br /> . solid to bearing. Wind-�1Q1YiPH.Ex}�."g"
<br /> , � � ��'9 $� ���'�'�' �'� . " __..... �srJ�',, 8. Provide out washets foc alt botts bearing on wood. Seisn�ic-Categor�v 1�`.:
<br /> , { �4:�OCt4tt�iti � �8 C.C.
<br /> � +/ENT �'SL.C?GK9 � . :. . C° 4��a,c� 9. All uails shauld ba rommon wire�zails. �i.,�?(�,�,-.."��,?' �' - � �.-�� '���
<br /> • , ! �� R1�ALt'[Ol' C'�►� �{ L - 4 la.Glue-la�nxuate�timbera,Douglas Fir,A1TC-gradiug:coufbination �S. Soil a�xci Foundation Data� � ��� :
<br /> � . � ' ' Nt7 �i�� , ti *k '� ` � , . � 24F-V�#for sin�pfe spans;24F-VS#'ar canHlevere+d spa�as.Ary �
<br /> � ia .a 3 � .PRA� �'�T . ._..... ' :
<br /> f ; ._`.
<br /> . . . . . :}��:�V _ • �,,.,,.,. �� A �I�„ coiidition ot use. 1. Design beariug streugth�OUpsf.Coefficxent oI friciion O.ZS.�'assive �
<br /> : . f�OPP�I�ATNiNG SIMPSOM LSTA2.4 I
<br /> �l�p��y�.� • � ; �� �q�A� , A.rchitectural A earance rade where e� osed ta view. resistauce=3D0 cf.
<br /> .£RG+�NA141idFx'FER ' � P� $ [� P i
<br /> o zd• ce i � . ., sN�,a�u�a��. ��QU�-E � a �•oG u.oN.� � ' �'abricating plant AI',['C�ns�ecYed.Wrap indivldpal members. � 2. Carry all foo#ings down ta undisturbed soil,rnin�mum deptl�=1'-b" �
<br /> � �ruEt . -- SfiE,4.R ikAi1 ,
<br /> A85 f ER�-��� � s�t�ARu�pl-�- P�i?�'�"Ax Subniit shop drawings for review prior fabrication.2,1U2 in.w3de uuless noced.
<br /> Si�i�AR���- T'`��"�}� i puriins shull be iudustriat grade.{�B#24fl6 psi;Fv=165psi; '
<br /> SH�ATN�a tdOS i 16d PL'AY� NA{LlNC+PER . , � ._ ,
<br /> LAi'PEO ON RiS"4�J015? UPPER tEvEL BNEARIllAi..L ! ;_�� . �=1.Sx10 6 psi; L�65��151�. C. �f?3iC1'CIC 't
<br /> OfZ GO�'1h10N F'LA+TE,---, � { raa�� 4F ?rHcRTHI:•�.�- `_�- I1.Plywoud:Roof shEathing to be 15/32 GD INT-APA�lyrvood with
<br /> � ' L.APP�P CYN RSM'JOtST Oi2 �-- »
<br /> �pM�1pN F'LATE . ����� ____,,/� (t;(p� ril, �/ ��((� ��`���� ext�riar glue,P.I.2410{Use 5-p!y ft►r p�nelized roafs}.NaEling l. Det�i1,fabricate,and place re-steei as shown in?}CI"Manual of ;
<br /> ��-. RiM J016T 01��LK'� ��� ��gg � 1I 11��1 W �� Sd@ 6r'o.c.af panei edges,$d@3.0"0.c.at intermediate supports. Stunciard Practice"ACI 3I5. `'
<br /> - . �, � . � I �j� �
<br /> '\r_gd TM ' r ) �"` Urienzed stand board af e ual st�en th nta be substitu#ed fat� 2. Concrece of foliowin 2$d teat skren ti�.
<br /> ' : • � �.6� oG . � � ����t- � ��'� 9 g Y
<br /> �. � J�,. � . 3�a,� a �,_p„ . ....... � � a3' g
<br /> . - � . . SFIEARIUALL PE12 PLAN • � . a. , l l2 sacl�cemeu p r cub� y . ,( a . i g
<br /> �l}•wood f'=30Q0 psi 5- t e • 'c ard n test'u ;
<br /> � . � . ._ . . - ---- .
<br /> ���� $�K'� {�p� oR' 2 Pre-fabrtcated members to be des�gued by Washington State required) ;
<br /> p���A��}�, � �� , :� • � • „_,.�d p�,q=E r1AiLt�BL� a�5 • -L.S�"A�8 �pl.00R �01STs Iiee�usecE structnral engineer and in eccordaace with reqnirements . b. Precast�valLs f=3040 psi. . �
<br /> F�ft SHE,�+1�uJA1-L � C7R TRUG'aS
<br /> No���* tP sWEAT1��NCs No1 ��d T� � �2' oG sho�vu,Subtnit complete sho dr�wia with en ineer's seat for c. Maximum slum 4"
<br /> 9NEATHINCs � . i�lt't J016T . !�" P &'� $� P j
<br /> LAPP�p �•f'`' �-Ap�� �� � / � reYieW[1.Ci0r to fabXtea#ioi3. d. Reinforcing fy=4 0,O U 0 psi.
<br /> O!2 GOMMOtd Pl., 7E tSR GdMt'�OW PLAtE .
<br /> ` a y �IM JOlSt OR��-�'� 3. Cover(Clear Dimensions).
<br /> . • : �gD�tdA1LINC+ �g�, ' . a. Exfexior faces af wa11s 1-�12".
<br /> ' • � PER gN�A�'d'L�' � • PLA.'� I1 Structural Stee! b. Vartical faees exposed ta eert�2".
<br /> , . p scu�pu�� :
<br /> . ". ¢ ' � ., Sd 7�y �' a� � � c. Bottom of elevated slabis 1"clear. �
<br /> . . ', .�.s------ s"�A�A��" �.5�24 1. All steet except tubing:ASTIVI A-36. =1. l.ap a1l�etd s�lices 3p dianieEers.Bend wall and�'aoting bars I:S"
<br /> � � � � :� "�-.-_ANGNOR 0ot�5 F'�R PLAhI �~, I .
<br /> " ,• . PE�p��N ��0�,�� Pipe:A,S'T1VI A-S3,type E or S,grade d0.�'ubular s�ection:ASTM around
<br /> • '� . • IMPSOM ��TA24 i ASUO,Grsde B.A!1 botts:ASTM A-307JAS'�M A-32S,type X. all coa•uers,or use corner baz-s.
<br /> � f � C7�$�-� ��D R E��p�' `, � 2. AiE€abrication,ereciiott and dgta�ling in aecocdance witl�fhe latest 5. �Dor�el slt exteiior projectiosis to skructure tivith#4 bars at 12"
<br /> . � � SH�+R TR � ER DET�.1L'�.� � __ SHEAR WAIL edition of"11'Ianuai of$tee!Construcf�on"af the American lzoaked inta wa�L :
<br /> � . 1 .. � ' . ' . , •
<br /> - ' • � . �x-1 ��'_°� ���^i'''i �"p(S�y,� �,Y/p��.L , Institute q�$teel Construction. 6. Place no backfiil ag�inst faundation walis uaitil floors are in place.
<br /> ' ��� x i'�!:l+ck. � �z"fl B�.[)GK 2 �E Sr � : : 3. Aki rvel.�iug b WAB4 eerti�ed welders in aecor�fauce with" 7, �z►corparate to calcium chloride admixtares whe�•e atuniinum ailoy
<br /> � __.. . ......_. _.r._._.; l;', :Yt' `.___..--..,.._
<br /> _....__�..... y
<br /> ---___._......_.._.....�....._......._.__.._. ------•----
<br /> . SP,ACE. . :
<br /> ....� _,.�._......-_ __ ' __._.__ �Veldi�a�gandbook"by the Amet�ican Welding Society. . en$terials are e�nbedded.
<br /> �V •�. ,� '% ����n p{�p (�_a �ir��' (n\ �� ' � �4. All ivel��s to be 3I�6"mini�munn continuaus fi�tef welds using ASW $. �.11 wood forms used for Co�nc�rete in t1Je grottnd or betweeti ;
<br /> . ��. L��';��'� , � �� �� �
<br /> �•... �41-`i �P� L!J✓�' ..�_... �..�._____'_.-__. --•-------.__..__�___._._._...�_---_ ..__._��.__.._.._ -- .,. .,,�_.._. ..._._...._.---._...-----
<br /> �..-..,.1 [IV0 �__.__. _ ,
<br /> 9 Uv �J A�,,E7t�XXX electrodes �
<br /> founciatiou sills.and � orennd sh�1l b�r oved. .y
<br /> _ �
<br /> H�AD�R PEh2 PLA�}. �+;ZfUb�i�,a �� JI�.� _ ��^fl.: ._.__. ___.._ _,.--.___.__ D.Exca�ating�nd fitl � ;
<br /> �EX7E�� 7�E�fl �j' PA���' �_/� 5. �'ield burning nf hoies�s not allowed vNithout inspection bp
<br /> Sd m 3'oc ELV c 7? ir:�? . `-= �
<br /> � =` .-'' ._... �'��•:... , . � :
<br /> -. �� . :�,:. .__ ,. et� ineer
<br /> �lqt�,�: �_,�.,_„_.w_ g 1. Excavatioi►snd�I!s�ail generaity couform to IBC 2�15 Claupter �
<br /> ` 6. �'rovide washers on bolted counections. �8� :
<br /> � � �.'°� �v`�� •�'A'�=�''� 7. Alt steel nok embedded iu coucreEe 4r masonry to receiwe ane shog
<br /> .. ;.
<br /> NAs': p�K �;t�� ancl Appendix J]BC.2C7l�.
<br /> . � co�t af aa�approved prin�er pajnt.Apply tsvo coats o#'heavy 7 �
<br /> �f--. ��Mt�5du 5r�2za.,s,tsc'usE ..__. . _. Foundation,evali,and siab IIreas shall h�ve aIE existing ansu�itable
<br /> ��,��E�51P� �p �t�:.� STUD NOT � asplzaitic�aiut to a![sfeel exposed to earfih. 11I1 Il1hf2P1.3�5 CCiROYBtf Alf�f�18 osed of off-site,and Ue excavated
<br /> • c2�r�ou.'� ���s���$ � r�,� N�i��7 ` ��;�r wqU r-~'HtiA�f�+G^1� •� -- $. Subtnit ca►nplete shop dr�wings for rewiew�riar to£abrication. �
<br /> _ 3"oc � �'. ;�(..' h(';.-��,k.� _ n01 �
<br /> .• -------�_,_...._ _........ _ . . aved r •
<br /> ' BR�AK SNEATNtNCa U11T!-IIN . �_�llb' APA RATED SNEATi-I1NCi . :, . , . - _ ... _.__.� C� C M0 tnaterial tn y e ased for _ tf P }'
<br /> 9 NJetal roof deck fabricator to submit shap drawings showeng pa down to suitable undiaturbecl native soiis
<br /> . � . •,, ::`:.,.; • �
<br /> , :-
<br /> 24`.(�t'11D-NEIGHT fIF �11LL !-IEIGHS FROM 8lLL F'L .�, � � . �` �.+ .
<br /> _,,,.
<br /> , -rc� ��'r�u�S�� ���W�
<br /> �' Iay�ur,w ding patte ns at supports,psri ter asd side la
<br /> N���$SARY3.U5E 3r ;; i0 TOP��DR llV aa�a' o� , ���' � /��.o�$�� providc steet 6eadeXs at a13 openiugs thoaght#he deck to .
<br /> E�cavated ' a b i a r ug�aeer�
<br /> BLK�G OR�21 �d A','��o� ALL btUOS ANP PLA7E5. �j� "' � '� __ _ �. Wood Roof Trusses . .. �. . .- --- _...�..
<br /> eotecl►
<br /> ( a�° _
<br /> T�Gr_TI-1ER-U ¢ . sHenawnt.�p�a Pw� f ---��,�t - satiafactarily aiatribute the laad to su�porting mernbers.
<br /> Sd�i2' oc F{�1-D htAlLiNls.
<br /> ' . � (SHFATMNG NO7 BH6WH) . � �.'�:- ' ., ��� - 1Q.Expausion anct�or instai[ation per ICI#O,report No.�R-3631: ������r;�ix;�.. ;
<br /> - NAIC�SHFJ�THiNG ,, �
<br /> m s�ocKs ns E ox orouted 6olts er ER-d9d5. ' � � � �
<br /> FOR sHEaart+nLt � (t1=l�I=iH`j�t= d� � -�" M3rt. p y'� p Slia�tl be factory fabricated trusse$.Design and fabriea�io�a.�ll� !
<br /> a-�X sruos -- - E6(�E NAtt]NC ,�� �W�L+� ". -:`'"t�ii�� d ec�n:far�tvith�he re uirements af tha�nternational Buildin �ode. '
<br /> � .iMc ��---wEno�x----'' ; . ° -�i1�'- 9 � 1
<br /> no A'F' CQR4�i�tiS
<br /> • S�,N��G ST�Ap ��P�A7E • � �} ,• . . ' xnd Design Speci�cations for Light Meta3l'late Connectet�Wood
<br /> �at potu� , . a��.. • A uek�or Bolts for foanclation onl .
<br /> -.a�cortc s.o.�. r t� ��f� y � '�russes pubii�}�ed b,y the Truss Pl$te Institute.
<br /> -nE sTww: : �,� � • 3"sq.washers,galvanized.
<br /> `.��.� s�n+�soN isrnxa .. (� • E�agiiieering desi g n and shop drawit�gs beaziag tha stamp of a
<br /> ,�sc,u "'f 'aa "�c,.i�� `m= � `-' • .$Z koef:�vr HF# meKnbers �-ofessionsl eu ineer re is�ered.in the Sfiate a�Washin ton and
<br /> ` � ��, , ��.•-.� ' wiNaow � N�� � } M ,��� - 8`_ _..'± • 3x cuembexs for shear walts>390#lft. Liowing all details of constx�etion reqnired for a eompe te
<br /> �ta�tn� �cNot� ': a:- � . . ,
<br /> ~ ' �y OPFNiNG . }(� SRSpS '^`�'�• iustallation shati be subtaitted to the Arcl�itect for review.
<br /> sot T5 �_',_ . . -.,--•. . � ,
<br /> �'.;�-�_--.:,-i--- � . .
<br /> . AL �RESTRAI NT i A.���-. _ __._. . _ ti��aders 2-ZzS�yp.inierior bearing watLs for DF#2*3'-D" :
<br /> �1' �.ATER � �` . _�. ._.._.�_ ._._ 3-Zx1Q or 2-2x123 exterior�valls I)�2<6'_0"
<br /> __.�.__-•--•--------' �xz �nr s�ock � {unless otl�envise�ioted�aa pian). #
<br /> �^ N7S � . � , (riPtCAL) _____._._
<br /> ___.�-_______..�----•� , i ��(��»�?,�.�"Jd� EA�.. D I M 'p LE 1. 1�iinberk'ranaiag
<br /> ..__- P�S� �Pt�t� '
<br /> J~ p�'�� '� MARK ALLOW MATERIAI EDGC NAILING ANCMOR P�A7[ REMARK 1. Al�lumber to be graded per$ook Nn. 16 0�fhe.West Cpast Lu�nber
<br /> . ---_..____�_ ./- ��a�vrn� �_ W. L �PEN4NG REINFORC�MENT AT 5�-I�AR. A ,
<br /> 2-2x S'4UC1S � l.UAO ftt,K'G t t_ 43QLT5 NAiI[NG
<br /> . ,„•�,._�,. � Insp�ction Bureau.:HF/D�'No.2 for jaists,rafbers and light
<br /> pER HOLDOWN 'S►MPSQN STTiD � . �- Of f -- „ t
<br /> � ii0L4t7WN (C1R EQ.) "�`
<br /> � �; �f z„ X 8 frau�ing,ptates,braciug and 4 tvide beams.DF#.�or post ancl
<br /> , PER PLAN ° "� �l-- Min. td. • .
<br /> �, �, ;
<br /> �--=-= ' �
<br /> �`3� ' JOt5'i5 P�� ,'' ; ._ ` --__ . ..__. �_____ _�. . ._ _-. � . FI r i I� 3/0" D No__ 1 0) 4'. 0 nll{�} 2. Co nply tJy a I�est edition of the N�PA°`National Desi n �
<br /> g
<br /> 5�D.Sf..� • • .�fRAMING pLAN ' :. ____�..__..___...._,............ ...-. _ .� _._.. � M t � Specif'tcation"�s modi�ed by the IBC for sil stracturat tinzber .
<br /> , / A.Bt7LT 5lZE: � 5PACING _�d e.0.G wnR� enanUteowrer piavlde a 1e6e1 on the uMt retereneMg the test metho6 i�sed ta •6� 0 n!f• I�,• Q E n�"_ S k •
<br /> pER $HEAh' WAtL 5CH�D• ��{OF 1RUSS aswre�ai!ha unit meets minin�urn air ena molsture leakage ilmits.therm.�l d 12'.��,.�,o's� " 1 d6 Ca116'NII .Std �'equirements. �
<br /> `i' � � lZ NiIN. �B��EN; � � � Pertormanee aiteAe and iigM emissiviry must etso be co+�sWered Enargy � . !_�Tirr K ���iqy( � ��,y/,�� . �. A1121uc}t..lumber be itilm dried. �
<br /> , , ' . . � �.�..`` � M ..� .. codes wl�t itmh tha acea ot g+ezk��uniess ather meana sre used ta com�mnsato fCJ��•�• j . ��,g �� r8 i'S �fA . �liC �It� OCxCI p �J� • .
<br /> - : �. .� : '� : ' /��� tar the energy Io34 createA bY 1$rg9 amo!.Mts of glarJnp, . " .. �� � � ,�V4��. ����"� . .. �F.?J.:1f.... . ... . (} ftG _ _ . . . .
<br /> - :��.� �
<br /> ` ^,�--2-�'� CONT. � - -- -__ __. .
<br /> _�._ ----- .. : a�
<br /> (� � 3� ' ts to ve 2"� ' k so ' i�l 'u at su oz�t�
<br /> c.1
<br /> � - w �14 �+ 1.8" U.�. VERT. : � __ -' ' -..
<br /> 'w� "����" . .
<br /> .� . o es neoR Flaemnp }'� ' @'�.��,��;���;'�f K. T11 Joist -
<br /> a ;. ' t --• Anchor$olts for PnundaEfon only �� �"�'� '���-`�l,r� � ' ��p���}yLYWS�j)Nt�;�JUISTSSifqLL�pE$I(3Mf.-U$Y 1H4�MhNULACfUR(:it
<br /> �7'(^ `+� ' .� � . ' � { y� � FOIt 7H[,_^.PA S ANO CClh7!�:f)Nc SHCAy9y ON THE�PL,ANS ANC!fi)W,i,iYF.i'ttktal::i ii;11 AN;}
<br /> -L�7(�u�-7,,,.,� � • .���sq. washers,t�t3�Vaf1lZE.'�. �'�.a`�S'� J,',�k� � /''�� R ^�� 1NSTAL1=t)kN C.OfVF�t)T2MANt:�:W!'�1?i?lE 11J.Nt)FACTI)Rf=t2'ti Sf��C IF CAT�(}N?j,ltt.l.
<br /> L}� n�
<br /> - � Z� �� �QWFL..r? - f,'nt '""Li ��trIj TRUSS:.AIAHUFACNREH.- ' . . . � ..; ?J�...:'/ . �;: �!.
<br /> ~ """����` TLIDESIGN TRUSYE$�FOlt -._, se.�aai��i6r�n�nin� : I-.�. ,A2 koef�. fpr HF#members ���1. N[fE;S$.1�{Y!;RI(KilNfi,!1..Q:KING..�iF£'�e`;,i�i:HS_z'ft:5}pt�,[lf:l)F1'f�ILI:()ANi3b�l7iik7:iNi;D
<br /> �- ,�� AT CORN�Fts . 3x members for§hear wails > 3 : I '-� ' flY TF+F:.L'f�YUf�ll�:71)Rl.F2. SiJFV.SiTS�+CiF��„�,1�.'iNGti A.V23 fJI SfCN C,�t.CIl1 liT,(XJS(21 Ai:INCr
<br /> UtERM.YANpf5E151�RC�� -��""^�� '`'----... • _9Q jk�f�. ; � ?��� . T11[ST.VN-'nF A E.IC!ENSfi*J E'hCSts�?iC;:?i!i 4Rt:�11#'Fit:°NRI<)R 1'O FAE,tttifATiUN.
<br /> � � �"L»,�o�� • p�,s"-.4"d pEftF, i'VG siieAe oei �au� � wjlodNa 6 .a � , '
<br /> � �c� c PFOO�NG DF:AiN �* !� DF.tiK.N SHS;1hN UN PtAHS I.S HkSE�.SX:!:y.5 i r AS�L1NU�nt:TU1tL"D FtY'i lit^fi�31J4�Jt)�`;F
<br /> ' - � �. E , ,��"'� { � ., ° : .. � . �,��5s � � Pro�ide 5-7p/o total air content for all concrete exposed ��, � C04if'UlikTiUfl. A{.1.t1AN{iERS RlCt'}7'.�N;:�r,;.-ctv,::z=_•s+aia.���cc:a.ti�n"'tttt.i.wit it THI �
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