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� <br /> 'j `,, <br /> r•' � <br /> •'i <br /> .�': <br /> r•, , <br /> •'i <br /> , . <br /> . <br /> �`=��� . <br /> ...__.._�_.._.___^. -____.......----.-_._ <br /> � " ` �,.� �a,�. �'�.,.�i''� S'7C�t.�7C'T`Uk2AL NUTE� :>�:: <br /> _ � �o �'imb���'raming r-�Eti f�".�� � ���` �� . � ` �� <br /> , L� U � , <br /> R�O� �{t\i�HR,°�G1�t . : . <br /> . . - �onst�ruction to meet�nternativnal Biiilding Code 24��:/IJ�.0 ; <br /> . , � : 1. ,�ll ir�mbex fo be graded r�x� J�oo�No. 16 of ti�e W�st Coasi�I.,urt�ber � _ <br /> , ., <br /> � <br /> . ea c� r��� oc � � - � " � � . Inspec�ion Bur�au.: H�'fJDF I�Io.2 for jox�t�, rafters anc� Iight . . . , ` � <br /> A. I,ive�.oad� �; <br /> �,6 � � � �raming, �lates, bracing and 4" w'ide beams. D]F'#I �or post and � Roof/Snow Load--25�sf . ' <br /> '�`�-��,;.,. s�_K'c-� d� �tR!��5 othe�r beam. �IF/I):�` stud �ox Zx4 stud�. . cF � ` �' <br /> .� _�, . �ind--�..�bIY�PH. Exp. �3 <br /> - `�.� 5[M�so� �►2.5 �� �u�� , 2. Corng�y with a latest edit�on �f t�� �i'FPA "leiat�on�a� �esi�n . �eismic-�Catego�ry �2 <br /> � ��_.�:��� � � �Pe�if eation." as moclifzed by the IB� for all s#�ructural tirnb�r . <br /> ---�-�- � � . . <br /> (� _ � `l ��,� ;,-r �-equxremen:ts. . <br /> �.�:___.,______�_: . a B. �o�l and Foundation llata . ` <br /> � � ~ �'�--�...� . 3. A11:2 imcl� Zumber be k�in da-i�cl. . . > . <br /> : ,:,; <br /> ��r�i(�'aDi�! A.35 SP�GI�lG � `� ' . 4. .�oists and rafters�to have 2" �h�c��solid blo�king a� �tt�po�t�. 1. �?esign bearing st�ength Z00(}psf. Cvefficient of friction 4.25. Passive r ': <br /> t�t=F� Ut���� �v�s�f-t�t�ut_� .__�t�_ -- --- �pa� �t���.►�G (�rrt�) 5. �aists to be anchored to rna�onry walls with lOga. � 1-�12" g 10" . � - . <br /> T resistance=30{� pcf, � <br /> Dl/-�F-'Fff.l��.f�t �DC�E t�;.�fL.lI�1C� --- ' UFP�R al�fEl�F'Wft!L r'�k: f='�,�r� �tee� anchors wrth 2" �1U0�5 4�_0'a O.C. Iri�g. �aii to� oxs�� ar �- » <br /> M r"����..-''" � } � J � �. Carry all foo�ings do�vn to undistuarb�d soil, mznirnum depth -l. 6 , <br /> . t' i�,� P�.��r�: w�<«�r�,� p�u i�r��r��. �w �c���r��.��� biockang with 8- 7.Od na��s. . . , unless noted. � . <br /> �"�l..r��"?F'. Jo15T---�, �DG� ��i;°�I�{�Z6 P�R Ut�P��: �Y� ��.�!-��pUL� � G. �pi�� aIl laminatec� memibe�r� together with lOci nail� @�.2" o.�. <br /> �rin -�+�cw,�-rt��r�c-� ��,s,:�r.:t�1�=_ � � � � � : <br /> , ._..�.,_ <br /> . st�ggered..�pYiee Zaminat�orns a� supports only. <br /> � _.__._._._�_._...__�__..___ _._ .____._...___..�._._.�.�_.._----- � C. Concrete <br /> _______.. _.._ ____._..__w._....---_.�_.._... :, <br /> , �, � �'IM �1�15`f C7�?. P>f_K'r, , � . <br /> � � << 7. Y1aa�ni�ate two �uli-h�ight stx�c�s �o cripPxes nnder he�de�rs �nd ialock 1, I�etai�,�abricat�,agd place re-stesi as shown in AC� " Manual of <br /> � � �' � h�� o� �r.��. - sol�d to be�rrin�. � s� • . � <br /> __ . ..__�. - _ .. ,,��pG� �k��!_����.a F=�s=�. �_vv�lF:r� ��w ����put��. �rrP) Standard Practi�e ���315. . <br /> . �. Pxovid�out washex•s for aZ� bc�l#s 6earing on tivood. 2. Concxete o£foIlowi�g 28 day test stirengt�t. ;. <br /> ' � .:_. 9. All naiis should be common wire nails, a. f=3000 psi, 5-1,l2 sack cem�ent pe�' cixbic yard, ( no testing . ,.:, . <br /> C�i�>������5���t�pu�_�. ' l...ow�g �;-��,����� P(:.�: f�i._�,�t �.O.Gltae-lam�nated timbers, Douglas Fir,.A►�7CC- grading: combin.ation . � . - � r � <br /> � ��� � . <br /> required) � <br /> (;�i�r•�►�t���`���t ��G� t��,!��cac-� •-�-` . �- 24F-V4 �or simple �paazs; 24I'-V8 �ox eantilevexeci spans. Dry b. Precast wal�s �'-�340Q si. <br /> I�� PL?�T� �!!I�1G t���. I,_G'Y�I�R �l�( �G�f�l7U1..� P <br /> 1 l�,C��JC. .1U15"1"--� � __ � cons�it�on of u�e, �� : <br /> A�rchi�ectural Appe���nc� g�rade vv}�ere exp.ased to view. c. . Maximurn slu�p 4 . <br /> n��i� ��a�i-���.T�ir�� � �,.�,������ �1��.���;� ,�,� ,� F a, � <br /> � �.,-�. ���� ���'�k�-��'�� ��, , �'abrzca�ng pian4 .AI'�� in�pected. Wrap ind�vidual mennbers. d: Reinfox�i�g fy� 40,Ot)0 }�si. <br /> _a. <br /> w� .^ �,.----r�ii�'( JOfST �R Bl..k��c� � �. Cover (Cle�r Din�ensions). ,� <br /> f� . ��abmit shop drawings for rev�iew pxi�o� �abxi.catio�o 2-�/2 in. wir�e . a. Exterit�r faces o��valis 1�112". . <br /> : .wW ..,� �4. - . purlins sl�all be industrial;grade. (FB=2400 psi; �v-165psi; . � . <br /> ., � r,�� ..::- . . b. VerticaZ faces exposed to earth 2". <br /> �� ' ' r�d � o" �c i,���. E=1..�x1.0 6 psi; C.=6SOp�i). . <br /> ' ' � ' ':j ' �1.�Plywood: Roof sheathing to be �5132" C-D �.VT-AP.� piy�vvoo�l with � c. Bottomn of elevated slabs 1" cl�ar. . <br /> {� ��, , 4. l��ap a�� f�id spiices 30 d�ameters. Bend wali and footing ba�rs �.8" � <br /> ����-�F�sat� �3� 5����t�t� �� �, `•�.���-�._.._.���rfoR �o��r� r��.,k�. R'�I..��,rt , extexi.or glae, P.�. 24/0 (Use 5-ply for panel'xzec� xoofs). I�Failing � <br /> r�t�} . �.or���.��t 5�t-��c�u�,.k� .�a �� ��...., araun.d ' ` . <br /> h� �iy� (I: �;�nf�'Io�t�� /�'�:� 8d@ 6•,0.c. a�t �arnet �dges, 8d@ 10"o.c. at int�rrnediate �upports. `�:. <br /> �4�r^`1 Y �, al� cornexs, or us� corner bars. <br /> . - �riented stand board o£ec���al st�ength may be sub�ti#ut�c� �or 5. D�wet all exterio� pxa,�e�tions�fo sfiructu�re with #4 Uaxs at l.2" - <br /> �lywaac�. . hooked into waIl. � <br /> . ���� 1�. Fxe-fabric�ted members tc� T�e designec� by Washington �t�te � 6. P�ace no bac�Il against�oundatxan wai�s until �loors are.in place, � � <br /> ����� _:f;�,�l�:l�>1��.k�F'��_.._ , : . . <br /> . ._ . .� � r . li�ens�d stru�.t��raX e�gi�eer anc� �n aecorclanee`vtth requirements '7. Incorporate tc� �alcium cbloride admixtur�s where alum.inum a11oy � <br /> � � shown. Sub�nit coxnplet� sl�a� c�r�wings with engine�r's seal�o� materials axe e�nbedcled. � <br /> '` <br /> � � � � � � revievv' prior tar fabricatzoa�. � �. A�l wood �or�tns used for concrete ia tl�e gxouBd o� between <br /> � ,. ..Y...._.._�_..,._.____<._.._�_..,_._-.__;_:_.._� , ' � <br /> .. ::�-:: , �au�ndatian siils and the g�ound shall be .removed. .-�--� <br /> .___._•. _...._..- . , y,..��, ,.�,.,,, . <br /> .__._...... ....._..-.�,__._,....._...,.......,.«.�.. . ._..........................._.�.._-_._.._..�_ /°'„�(�P`\tvi� h#�'��"V� �'" � "°"1{�^I"�i." p '�'�'�� �� ♦� .b� . <br /> µ ��.,uv�� ��j�e� w��_,i_ �a����r� C:> r rr-�F - � � ' � II �truct�iral �teel . . . . . . �K l.-P � ` <br /> ,,,, r ':�NE.�RTH(�lC� PrR PL_At`1 iP1G%I�UL�INI� . . s . : � �(i�s�' F'l-fl�'� �'��'� -�... ,���,r:.��,��.�: ....;.,��'"'"��. . . <br /> F�E�nY� f�i�D �3�L.Ui^t 1^llf�lUDT4�� U.�J.f�l, . _ _ _ ' , . . , ��-_._..�--�-'" �-�..... �....�.� .._,.w. _.. � ..m. �-�. �.� �'� 4 � . <br /> �3 �_,...�, -_`�_� �r:�, i <br /> �. , ��,o�� f�i�r� �:l�c�� u,���- , ; ��. .A.11 steel except tubxrng: AS�M A 36. . � .. � <br /> �'�f� �W 5Gf-IE�Ui�I�, TYF' _ ; _ <br /> - ��IkT?OV� H��f�R - 2 ��YS MfKiMUt..t . � . � '��a�e: ASTli�I A-53, t3'p� E or �, g�rade 40. Tubular section: A�T � � � -, . <br /> � . � �. E��avat�n and �ill <br /> �� l��) sir��so±� �ST� « . • A�.�O, Grade S. .All bolts: AST�A-3071ASTM A.-325,�'Pe • . . . . � � � � . � <br /> . � ` � 2. r�ll f�ri�ation, erection anr� de�aiiing i�n accordance wit e Iatest � . <br /> . -. - _ _.._ _.�____ � edition � "Mani�a� �f St�el Construct�on" �►f the Ame 'can � l:. Fxcavation and fill.shaii generally confoxm to I]BC 2t�.���hapter : <br /> : - - _.� ._�r..�= _.�. ' ' =�,�.�.-� ._._.�" ---. . � � ; <br /> -� f � ��� � <br /> `� '. � �ns���ute o teel �onstru�tioa�. . ,� <br /> � . . �,��� ' �� s� an.d A.ppe�dix J ��� 24�; � . . � <br /> � � ._11�._ f cex���'ied lder �n acco �ance w�th _ <br /> ��-- � ;�. All wel.dxn b �.A.�� we s . . <br /> . : <br /> � n., � G � ',.3 . g „ � . . ' , Ze �'oandation,wa�l an�d ��a� �.rcas shail h.ave ai� exist�Bg unsurtable . <br /> � .:..�:� __�.�...... '� �'eldr�: Handboi�� b th� A.mer�can VVe�d� �ocrety ' . . <br /> � . � . _ �' � .,� Y . <br /> � . � r:`�'`��.�`�,�';��� �I be 3/. 6� � XT1A�li� COI1�lIi11�0A � lYl@�W��CI5 liSllt� A.SW ���� �`�tB�I�A�S rE�OVe�. `c2QtI �I�SpO9f�'l� UI U.��SIEC� 6l[li� �JG GA4:AYA�.CI� <br /> ' �� +� `��;�� .. .r, ,�.,,; �. 1�.�I WeXE�S ti0 �. `�? <br /> ����Q� � ` �,„ �,�,.#�;���,b�,;� �� down to suitable i��ndisturbed native soxls. <br /> } �. ,�. ,.-.. ,�� F:� A5, �7U�►X� electrodes.�, � <br /> {: � . �, �;`��r, s1,..� � � - � . . . Excavated rn.aterial �nay be used for fiXl if apFraved by F,ngineex ox� _ : . <br /> . � " � ;+ �' . htr�� `'�;� � �. �+'�elc� buxning o��aoles is no�a��owe v�thout �nsp�ct�on by . . <br /> �I � , <br /> . �: �: �� � Geotech. <br /> _ ! �; , �, � � e�ggneer. � � <br /> . . .._.___._.____.�.^�,-� , , . . <br /> __. ., <br /> � � ' �` 6. �'�-ovide�vasliers on bolted co e ians. � <br /> . . � � i' 7�" F��_�.. -�-- - -- -..._.......... .. . �4'ood �oof Trusse� � � � <br /> � _____------______._... ._.�,._...� , E. . . <br /> ;� ,.�,,� .--- _._..�._._._ ___....__�__.__._____.__._--.------- - <br /> � , � � '� : �`� �v.,�a1�:�r�fi� T` 'l. �.11 steel not emibecic��d in.�an�xete ar son�y to re�eive ane shop u _ . <br /> . �f } � � �;-�..�...� w .. Design anci falbric�t�ion sha�- .� <br /> LY_._� 1:r___ �_---._..______ ___ _ ____�_.._..___-��_ .. � ���r�..�$`�� '� coag of an approved }� �er paint. App�y o �oats of heavy Sh�li be �ac�ory f�bricatec� tru�ses. . <br /> ; -;���: �-- ° r � confor�n with the.re u�rements of the Interna�ioBal Iiuiidit�g Code �' <br /> �``.<.:.:``; �__.__�.____...._._--�_.________.____._.___..._---..�__..___.___ _ i � �� � �,�phalt�c paic�t�o steei ex�osed to earth. . � .. � , . <br /> e �' ' � � and Design 5�e���'icatians for.open weto TJI60 or equal. � . <br /> - ��.----�r�� �oi�t� !..��c.�.�r�ot�t� �� ���`o �s�� P�.a�) �. S�abmit complet shvp drawings �or review pri.o to fabrication. . <br /> , 9. 1��Ieta1 roof d fabricator to submit shop d�rawzn � howing pa�e� � Engineering design an+� shop drawiags bea�-aing the sta�rnp of a <br /> . . . . � `, . • professional engi�eer regi�tered in the �tate.of Wa�hiBgton and <br /> � � �, layout,we ing.patterns at suppo�ts per�m�te�r and sx , ��aps. . � <br /> .� � � �.f- .� . . 'c� �steel heac�er� at a���o euin s thou ht t�.e deck to showing al� details of construc�ion requxred� for a�co�np�etie : : . <br /> ,;1 , ��:�,�k�:>>,: �'xovx P � g �. . <br /> � �I�`�����T�'��' D�� '�'`�� '���� ���`;��r�� � s�ti ctoxxly c�astribl�te 4he laac� to supporting memibe�s. instailation sha�l be submttted to the.�rchitect fo�• r�yiew. <br /> : �_.____.� r�� -� r �_ ., . . � , . . <br /> i � �:j� d 4 . <br /> � �� � �s r:; 1 . , � �:, 10.F pansion anchor ins#allation �er ICJBO re�port.�Io. �Ig 3631. ,. � . <br /> , � . . � �` � � � paxy g�outed bolt� pe��I2.-4�45. . . . _ . � <br /> '. ,� � K�' .r .r.;.�3•�' a,y�� � • ' �• . . • •� <br /> . 1 r'��' i"�i a_ ' , ( �'"'� n ' . �T <br /> ; y *� ' �. . �'" ir3 ��' �o . . �. �.i ♦ <br /> �����:�'*�.������� �'a��r � An�ho�Boits for �otanc�atioa only. F,'�'° �� �.;t 3 l:��' . .. . � �r � �` <br /> � ;� ' \ . t �yty {`�`= '�` I�ry ��'� .� . <br /> : . � '�4-°��:��:��4 �� . � 3» sq. ��vashe�, g��vanzzec�. , ` =<:, �,-: � . . - . <br /> ��d�' � ` � ,:� �, ' �-.� � �i��f�a�#:`A.�+�� <br /> , , �, �° >" �-� ,�} 's' . . APPFtC1YEi� 8Yt •J�, ���e�.��'�� ORAWN �fY �',,'���.. <br /> �,� � '' � .�2 koef. For IHC�'# aa�ember� -� i� � ,� '��.�:,�; �#-tctic�t� ��������3 ---�• � <br /> ','� c:,`� :.ra e'� � i 1 ': - + { • i _. <br /> • , ;�` . e 3x members for sh�ar walls >390#Ift. . �� ` .�f��.�.?%� s� � � ��-. . . �� ��� , a�vrs�ti (0`2-,/13 <br /> � � . . . . <br /> , �.r.,,� ��:��� , . . . .��_. . � <br /> . . ,q� �, <br /> . . - . . . - - -- - - ,-� - - - -- � � - <br /> DAT6&: <br /> -•, � <br /> �F: ;,\�-`�v�t`Iw':L�;r���J �._.,,..� ,- �.._ .:.�r. . - � . <br /> . � } (�� <br /> . c �Z'�(� r �`�� <br /> g}��'�'`�$�=5.1 `�;`+`a`'`,�` ' � ._._... ._...............l..t.,....,.. _S�. 1.--�----...`_ ���.. _. .�.__._.. . , /� <br /> ��.�4'�.i � ���9 'T'� <br /> ,,v`"`�,., -' ' "_ . . , <br /> : . ' . . - .a�,•u.,....• ��'� `m�€�� � � : '$� � �...._......._...... ., . ._ .. _. � . • ..• . • � <br /> . . q}�`°%�y'�� � �� :e,�` /�/(jO' ' j . . , .. � �_.__..._..__. � , :r.`, j � . <br /> � : t�'d'zz.>7 5G'% z4� �! i. C 'J __ ___ _ _ .� � _ _...._ " _ _ � Q�/Q <br /> , �,?T/:.�:. ,5n��. t� .�. �� ..� � . . � . ��� ;.� <br /> ^._ �.. ._...� <br /> � 1 ^ '� <br /> ^ _• _ <br /> � .,_ ` � ����.�:`�_��.�~�.._�'.�,,,��_'..�.�._,._�_��-'-�- ��?._._.__._........_ �� �,.� � <br /> � � - rf r�'�, �. <br /> _" �,� '"' <br /> .. .�...,,�,,,t.. .,.-..,.,c�»>>..�.�...-...r.,,--,,,.,•>,..-... ,_.�-.-��..,..,-.�.�m --.T,..,�-.,..---T-^,�->. .,w,=...•,...-.o......-�._.,,-� ,....,_r-. �... . , <br />